Uranium Corporation Of India Limited Civil Construction Tender Cuddapah Andhra Pradesh 2026 IS 550, RCC Demolishing, Structural Works
Bid Publish Date
08-Nov-2026, 12:29 pm
Bid End Date
30-Nov-2026, 1:00 pm
EMD
₹3,39,342
Value
₹3,39,34,224
Location
Progress
Tender Overview
Uranium Corporation Of India Limited invites bids for civil construction and allied works in the Department Of Atomic Energy, located at CUDDAPAH, ANDHRA PRADESH - 516001. Project estimated value is ₹33,93,42,222 with an EMD of ₹3,39,342. The scope includes a range of construction activities (excavation, RCC/Plain cement concrete, brickwork, plastering, painting, steel works, drainage, centerings, and related civil works) across 24 items in the BOQ. The purchaser reserves a 25% quantity option with pricing at contracted rates, and a delivery extension mechanism based on the option clause. Pre-qualification requires demonstrated past performance in industrial/civil works and a minimum average turnover of ₹1,02,00,000 over the last three financial years. This tender emphasizes adherence to project schedule and risk-adjusted delivery timelines within the option framework.
Technical Specifications & Requirements
- Organization: Uranium Corporation Of India Limited (Department Of Atomic Energy)
- Location: CUDDAPAH, ANDHRA PRADESH - 516001
- Estimated Value: ₹33,93,42,222
- EMD: ₹3,39,342
- Experience Criteria: 7-year window with options for 1, 2, or 3 similar works totaling specified thresholds
- a) One similar work ≥ ₹271.47 Lakhs
- b) Two similar works each ≥ ₹169.67 Lakhs
- c) Three similar works each ≥ ₹135.73 Lakhs
- Financial Criteria: Average annual turnover ≥ ₹102.00 Lakhs in FY 2022-23 to 2024-25 with audited statements and UDIN
- BOQ: 24 items (detailed items not disclosed in data)
- Delivery Clause: Option to increase quantity up to 25% at contracted rates; delivery period linked to last date of original/extended delivery order with a minimum 30 days; extension mechanics described in the clause
- Category/Scope: Civil, structural, masonry, plastering, painting, and allied construction works with a broad mix of items as listed in the tender terms
Terms, Conditions & Eligibility
- EMD: ₹3,39,342 to be submitted as per tender and payment terms
- Pre-Qualification: Evidence of past similar works (industrial/chemical plant or infrastructure projects) with completion certificates and work orders; not just orders
- Experience Window: Completed works within last 7 years ending month prior to tender float
- Turnover: Average yearly turnover ≥ ₹102.00 Lakhs over three most recent financial years
- Quantity Flexibility: Up to 25% increase/decrease in bid quantity; delivery period adjustments based on the option clause with a minimum of 30 days
- Documentation: Upload completion certificates with work orders; GST, PAN, and audited financials with UDIN are required with the technical bid
- Warranty/ Penalties: Not specified in data; contractual penalties would be governed by standard GCC/ATC terms and option clause behavior
Key Specifications
-
Estimated value: ₹33,93,42,222
-
EMD: ₹3,39,342
-
Turnover criterion: ₹102.00 Lakhs average over 3 years
-
Experience criteria: 7-year window with thresholds for one, two, or three similar works
-
Quantity option: up to 25% increase/decrease during contract
Terms & Conditions
-
EMD must be paid as specified (₹3,39,342) and submitted with bid
-
Up to 25% quantity variation allowed at contracted rates
-
Experience and turnover thresholds determine eligibility for bid participation
Important Clauses
Delivery & Option Clause
The Purchaser may increase/decrease bid quantity up to 25% and extend delivery time proportionally, with minimum 30 days, based on the option clause; delivery starts from the last date of original delivery order.
Pre-Qualification Criteria
Bidders must demonstrate past performance in industrial/civil works with completion certificates; meeting thresholds: ≥₹271.47 Lakhs for one work, or ≥₹169.67 Lakhs per work for two, or ≥₹135.73 Lakhs per work for three.
Financial Turnover
Average annual turnover of at least ₹102.00 Lakhs across FY 2022-23 to FY 2024-25; requires audited balance sheets with UDIN.
Bidder Eligibility
-
Minimum 7 years of relevant experience in similar civil/construction works
-
Average annual turnover ≥ ₹102.00 Lakhs in the last three financial years
-
Submission of completion certificates with work orders, not just orders
Tender Data
Bid Details
Quantity
129210
Category
Reinforcecementconcrete
Bid Type
Two Packet Bid
Bid Validity
180 (Days)
Bid Type
Service
Evaluation
Total value wise evaluation
Inspection Required
No
RA Qualification Rule
H1-Highest Priced Bid Elimination
Tech Clarification Time
2 Days
Preference & Exemptions
EMD Required
Yes
MII Purchase Preference
Yes
MII Preference Band
L1+20%
MSE Purchase Preference
Yes
MSE Preference Band
L1+15%
MSE Exemption/Relaxation
No
Startup Exemption/Relaxation
No
Bid Splitting Applied
No
Requirements
Min. Avg. Annual Turnover
102
Past Performance
30 %
Experience Required
1 Year (s)
Arbitration Clause
No
Mediation Clause
No
Additional Tender Data
Commercial Details
Tender Category
Goods
Bid To RA
No
Bid To RA Enabled
Yes
Item Category
Excavation manually , Excavation Mechanical , Backfilling , RCC Demolishing , Plaincementconcrete , Reinforcecementconcrete , Plinthfilling , TMT bar for steel , Centeringuptobelowplintlevel , Centeringuptoaboveplintlevel , Drystone , Groutingpocket , Punning , Structuralsteel , Stomewarepipesof 150mm , Constructionmasonrychamber , Demolishingbrickwork , Brickwork , Exteriorpaint , Premiumacrylicemulsion , Plastering , Rrmasonry , Steelshutters , Design
Advisory Bank
State Bank of India
Payment Timelines
Payments shall be made to the Seller within 45 days of issue of consignee receipt-cum-acceptance certificate (CRAC) and on-line submission of bills (This is in supersession of 10 days time as provided in clause 12 of GeM GTC)
Delivery Details
Max Delivery Days
90
Delivery Locations
1
Delivery Cities
Y.S.R.
Delivery Pincodes
516349
Delivery Locations
| Consignee | Address | City | State | Pincode | Quantity | Delivery Days | Additional Requirement |
|---|---|---|---|---|---|---|---|
| Sarithala Siddaiah | 516349,CHIEF CONTROLLER OF PURCHASE, URANIUM CORPORATION OF INDIA LIMITED, MC PALLE (POST), VEMULA (MANDAL), YSR KADAPA DISTRICT, AP | Y.S.R. | Andhra Pradesh | 516349 | 2180 | 90 | - |
Authority Records
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Documents 6
GeM-Bidding-10143315.pdf
Main Document
Other Documents
OTHER
BOQ Document
BOQ
BOQ Document
BOQ
Other Documents
OTHER
GEM General Terms and Conditions Document
GEM_GENERAL_TERMS_AND_CONDITIONS
Bill of Quantities (BOQ)
24 Items Sign in to view GEM price trends Sign in for GEM prices
Excavation manually
Earth work in rough excavation banking excavated earth in layers not exceeding 20 cm in depth breaking clods watering rolling each layer with
Excavation Mechanical
Earth work in excavation by mechanical means Hydraulic excavator manual means over areas exceeding 30 cm in depth 1 point 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 point 5 m as directed by Engineer in charge All kinds of soil
Backfilling
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 up to 1 point 5 m
RCC Demolishing
Demolishing RCC work manually by mechanical means including stacking of steel bars and disposal of unserviceable material within 100 metres lead as per direction of Engineer in charge cum
Plaincementconcrete
Providing and laying in position cement concrete 1 isto 3 isto 6 1 Cement 3 coarse sand 6 graded stone aggregate 20 mm nominal size excluding the cost of centering and shuttering at all levels as per directions of Engineer in charge
Reinforcecementconcrete
Providing and laying in position 1isto 1 point 5 isto 3 1 cement 1 point 5 coarse sand 3 graded stone aggregate 20 mm nominal size of reinforced cement concrete excluding the cost of centering, shuttering finishing and reinforcement at all levels during construction of slab decking sheet should be included as per directions of Engineer in charge
Plinthfilling
Supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete
TMT bar for steel
Steel reinforcement for RCC work ready to use cut and bend rebars of approved make from factory or workshop to construction site including placing in position and binding all complete upto plinth level and above plinth level 5 point 22B1 Thermo Mechanically Treated bars of grade Fe 500D or more
Centeringuptobelowplintlevel
Centering and shuttering including strutting propping etc and removal of form as per directions of Engineer in charge at all leads and lift in Foundations footings bases of columns etc Below Plinth level
Centeringuptoaboveplintlevel
Centering and shuttering including strutting propping etc and removal of form as per directions of Engineer in charge at all leads and lift In superstructure columns lintels beams plinth beams roofs etc Above Plint Level
Drystone
Dry stone pitching 22 point 5 cm thick including supply of stones and preparing surface complete
Groutingpocket
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
Punning
Neat cement punning
Structuralsteel
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
Stomewarepipesof 150mm
Providing laying and jointing glazed stoneware pipes of 150mm dia pipe of class SP1with stiff mixture of cement mortar in the proportion of 1isto1 1 cement 1 fine sand including testing of joints etc complete as per directions of Engineer in charge
Constructionmasonrychamber
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1isto 4 1 cement 4 coarse sand for sluice valve with CI surface box 100 mm top diameter 160 mm bottom diameter and 180 mm deep inside with chained lid and RCC top slab 1 isto 2 isto 4 mix 1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size ic necessary excavation foundation concrete 1 isto 5 isto 10 1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size and inside plastering with cement mortar 1 isto3 1 cement 3 coarse sand 12 mm thick finished with a floating coat of neat cement complete as per standard design 18 point 35 point 1 With common burnt clay F P S non modular bricks ofclass designation 7 point 5 complete as per directions of Engineer in charge
Demolishingbrickwork
Demolishing brick work manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer in charge 15 point7 point 4 In cement mortar
Brickwork
Brick work with non modular fly ash bricks conforming to IS12894 class designation 10 average compressive strength in super structure above plinth level up to floor V level in
Exteriorpaint
Finishing walls with textured exterior paint of required shade 13 point45 point 1 New work Two or more coats applied 3 point 28 ltr per 10 sqm over and including priming coat of exterior primer applied 2 point 20kg per 10 sqm
Premiumacrylicemulsion
Finishing walls with 100 percentage Premium acrylic emulsion paint havingVOC less than 50 gm per litre and UV resistance as per IS 15489 2004 Alkali and fungal resistance dirt resistance exterior paint of required shade Company Depot Tinted with silicon additive New work Two or more coats applied 1 point 43 litre per 10 sqm Over and including priming coat of exterior primer applied 0 point 90 litre per 10 sqm
Plastering
15 mm cement plaster with mix 1 isto 6 1 cement 6 fine sand at all heights and lead as per directions of Engineer in charge
Rrmasonry
Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1isto 6 isto 12 1 cement 6 coarse sand 12graded stone aggregate 20 mm nominal size up to plinth level with Cement mortar 1 isto 6 1 cement 6 coarse sand including cost of all materials tools and tackles and labour etc complete as per directions of Engineer in charge
Steelshutters
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T iron 40x40x6 mm, with 40 mm dia steel pulleys complete with bolts, nuts locking arrangement stoppers handles including applying a priming coat of approved steel primer
Design
Design and Detailed Engineering Consulting Services Vetting of Design Calculation and Drawings of Civil and Structural works
| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) | Price Trends |
|---|---|---|---|---|---|---|---|
| 1 | Excavation manually | Earth work in rough excavation banking excavated earth in layers not exceeding 20 cm in depth breaking clods watering rolling each layer with | 2,180 | cum | tmplconsignee2 | 90 | |
| 2 | Excavation Mechanical | Earth work in excavation by mechanical means Hydraulic excavator manual means over areas exceeding 30 cm in depth 1 point 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 point 5 m as directed by Engineer in charge All kinds of soil | 350 | cum | tmplconsignee2 | 90 | |
| 3 | Backfilling | 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 up to 1 point 5 m | 1,710 | cum | tmplconsignee2 | 90 | |
| 4 | RCC Demolishing | Demolishing RCC work manually by mechanical means including stacking of steel bars and disposal of unserviceable material within 100 metres lead as per direction of Engineer in charge cum | 453 | cum | tmplconsignee2 | 90 | |
| 5 | Plaincementconcrete | Providing and laying in position cement concrete 1 isto 3 isto 6 1 Cement 3 coarse sand 6 graded stone aggregate 20 mm nominal size excluding the cost of centering and shuttering at all levels as per directions of Engineer in charge | 371 | cum | tmplconsignee2 | 90 | |
| 6 | Reinforcecementconcrete | Providing and laying in position 1isto 1 point 5 isto 3 1 cement 1 point 5 coarse sand 3 graded stone aggregate 20 mm nominal size of reinforced cement concrete excluding the cost of centering, shuttering finishing and reinforcement at all levels during construction of slab decking sheet should be included as per directions of Engineer in charge | 1,685 | cum | tmplconsignee2 | 90 | |
| 7 | Plinthfilling | Supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete | 713 | cum | tmplconsignee2 | 90 | |
| 8 | TMT bar for steel | Steel reinforcement for RCC work ready to use cut and bend rebars of approved make from factory or workshop to construction site including placing in position and binding all complete upto plinth level and above plinth level 5 point 22B1 Thermo Mechanically Treated bars of grade Fe 500D or more | 103,700 | kg | tmplconsignee2 | 90 | |
| 9 | Centeringuptobelowplintlevel | Centering and shuttering including strutting propping etc and removal of form as per directions of Engineer in charge at all leads and lift in Foundations footings bases of columns etc Below Plinth level | 3,685 | sqm | tmplconsignee2 | 90 | |
| 10 | Centeringuptoaboveplintlevel | Centering and shuttering including strutting propping etc and removal of form as per directions of Engineer in charge at all leads and lift In superstructure columns lintels beams plinth beams roofs etc Above Plint Level | 1,280 | sqm | tmplconsignee2 | 90 | |
| 11 | Drystone | Dry stone pitching 22 point 5 cm thick including supply of stones and preparing surface complete | 1,830 | sqm | tmplconsignee2 | 90 | |
| 12 | Groutingpocket | 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 | 5,500 | kg | tmplconsignee2 | 90 | |
| 13 | Punning | Neat cement punning | 1,530 | sqm | tmplconsignee2 | 90 | |
| 14 | Structuralsteel | 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 | 1,500 | kg | tmplconsignee2 | 90 | |
| 15 | Stomewarepipesof 150mm | Providing laying and jointing glazed stoneware pipes of 150mm dia pipe of class SP1with stiff mixture of cement mortar in the proportion of 1isto1 1 cement 1 fine sand including testing of joints etc complete as per directions of Engineer in charge | 150 | meter | tmplconsignee2 | 90 | |
| 16 | Constructionmasonrychamber | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1isto 4 1 cement 4 coarse sand for sluice valve with CI surface box 100 mm top diameter 160 mm bottom diameter and 180 mm deep inside with chained lid and RCC top slab 1 isto 2 isto 4 mix 1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size ic necessary excavation foundation concrete 1 isto 5 isto 10 1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size and inside plastering with cement mortar 1 isto3 1 cement 3 coarse sand 12 mm thick finished with a floating coat of neat cement complete as per standard design 18 point 35 point 1 With common burnt clay F P S non modular bricks ofclass designation 7 point 5 complete as per directions of Engineer in charge | 10 | nos | tmplconsignee2 | 90 | |
| 17 | Demolishingbrickwork | Demolishing brick work manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer in charge 15 point7 point 4 In cement mortar | 20 | cum | tmplconsignee2 | 90 | |
| 18 | Brickwork | Brick work with non modular fly ash bricks conforming to IS12894 class designation 10 average compressive strength in super structure above plinth level up to floor V level in | 105 | cum | tmplconsignee2 | 90 | |
| 19 | Exteriorpaint | Finishing walls with textured exterior paint of required shade 13 point45 point 1 New work Two or more coats applied 3 point 28 ltr per 10 sqm over and including priming coat of exterior primer applied 2 point 20kg per 10 sqm | 820 | sqm | tmplconsignee2 | 90 | |
| 20 | Premiumacrylicemulsion | Finishing walls with 100 percentage Premium acrylic emulsion paint havingVOC less than 50 gm per litre and UV resistance as per IS 15489 2004 Alkali and fungal resistance dirt resistance exterior paint of required shade Company Depot Tinted with silicon additive New work Two or more coats applied 1 point 43 litre per 10 sqm Over and including priming coat of exterior primer applied 0 point 90 litre per 10 sqm | 820 | sqm | tmplconsignee2 | 90 | |
| 21 | Plastering | 15 mm cement plaster with mix 1 isto 6 1 cement 6 fine sand at all heights and lead as per directions of Engineer in charge | 700 | cum | tmplconsignee2 | 90 | |
| 22 | Rrmasonry | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1isto 6 isto 12 1 cement 6 coarse sand 12graded stone aggregate 20 mm nominal size up to plinth level with Cement mortar 1 isto 6 1 cement 6 coarse sand including cost of all materials tools and tackles and labour etc complete as per directions of Engineer in charge | 67 | cum | tmplconsignee2 | 90 | |
| 23 | Steelshutters | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T iron 40x40x6 mm, with 40 mm dia steel pulleys complete with bolts, nuts locking arrangement stoppers handles including applying a priming coat of approved steel primer | 30 | sqm | tmplconsignee2 | 90 | |
| 24 | Design | Design and Detailed Engineering Consulting Services Vetting of Design Calculation and Drawings of Civil and Structural works | 1 | set | tmplconsignee2 | 90 |
Categories
109
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Required Documents
GST certificate
Permanent Account Number (PAN) card
Experience certificates for similar works (with completion certificates and work orders)
Audited financial statements for FY 2022-23, FY 2023-24, FY 2024-25 including UDIN
EMD submission proof (DD/online remittance receipt)
Technical bid documents and compliance certificates
OEM authorizations or approvals (if applicable to any licensed activities)
Company registration and partnership/deed documents (as applicable)
Frequently Asked Questions
Key insights about ANDHRA PRADESH tender market
How to bid for civil construction tender in Cuddapah AP 2026?
Bidders must meet pre-qualification criteria: 7-year experience in similar works, average turnover ≥ ₹102.00 Lakhs over FY 2022-23 to FY 2024-25, and provide completion certificates with work orders. Prepare EMD ₹3,39,342 and submit GST, PAN, and audited financials with UDIN along with technical bid.
What documents are required for this Uranium Corporation tender in Andhra Pradesh?
Required documents include GST certificate, PAN card, experience certificates with completion reports, audited financial statements for three years with UDIN, EMD submission proof, technical bid, and any OEM authorization if applicable; ensure all documents reflect the same entity as the bid.
What are the key experience thresholds for eligibility in this tender?
Eligibility requires either one similar work of at least ₹271.47 Lakhs, or two similar works each ≥ ₹169.67 Lakhs, or three similar works each ≥ ₹135.73 Lakhs completed within the last seven years ending month prior to tender float.
What is the EMD amount and how is delivery time calculated?
EMD is ₹3,39,342. Delivery time can extend via the option clause up to 25% quantity change; the extended delivery period calculation is (Increased quantity ÷ Original quantity) × Original delivery period, with a minimum of 30 days.
Which organization name and location are associated with this tender?
The tender is issued by Uranium Corporation Of India Limited under the Department Of Atomic Energy, located in Cuddapah, Andhra Pradesh 516001, focusing on civil construction and allied works.
What is the estimated contract value and scope of works?
Estimated value is ₹33,93,42,222. The scope includes excavation, RCC and plastering works, brickwork, plastering, painting, steel work, centreings, stoneware pipes, and other related civil construction items across 24 BOQ entries.
What are the financing and turnover requirements for bidder eligibility?
Bidders must show an average turnover of at least ₹102.00 Lakhs across FY 2022-23 to FY 2024-25, backed by audited balance sheets with UDIN; no exemptions are stated in the terms.
What delivery terms apply to quantity adjustments and penalties?
Delivery terms permit up to 25% quantity variation; delivery extension follows the option clause with a minimum 30 days, and penalties would be governed by standard GCC conditions as applicable to the contract.