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URANIUM CORPORATION OF INDIA LIMITED has floated a tender for CONSTRUCTION OF NEW CIVIL FOUNDATION AND OTHER, Qty: 129210. The project location is Kadapa, Andhra Pradesh, India. The reference number is - and it is closing on 30 Nov 2026. Suppliers can request Register free of cost to get the complete Tender details and download the document.
Procurement Summary
State: Andhra Pradesh
Summary: CONSTRUCTION OF NEW CIVIL FOUNDATION AND OTHER, Qty: 129210
Deadline: 30 Nov 2026
Posting Date: 08 Nov 2026
Other Information
Notice Type: Tender
TOT Ref.No.: 152217264
Document Ref. No.: Login to see detail
Financier: Self Financed
Purchaser Ownership: Public
Document Fees: Refer Document
Tender Value: ₹ 33934222
EMD: ₹ 339342
Purchaser's Detail
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Documents
| # | Title | Description | Qty | Unit | Delivery (Days) |
|---|---|---|---|---|---|
| 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 | 2180 | Cum | 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 | 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 | 1710 | Cum | 90 |
| 4 | RCC Demolishing | Demolishing RCC work manually by mechanical means including <br>stacking of steel bars and disposal of unserviceable material within 100 <br>metres lead as per direction of Engineer in charge cum | 453 | Cum | 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 | 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 | 1685 | Cum | 90 |
| 7 | Plinthfilling | Supplying and filling in plinth with sand under floors including watering <br>ramming consolidating and dressing complete | 713 | Cum | 90 |
| 8 | TMT bar for steel | Steel reinforcement for RCC work ready to use cut and bend <br>rebars of approved make from factory or workshop to construction <br>site including placing in position and binding all complete upto <br>plinth level and above plinth level 5 point 22B1 Thermo Mechanically Treated bars of grade Fe 500D or more | 103700 | KG | 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 | 3685 | sqm | 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 | 1280 | sqm | 90 |
| 11 | Drystone | Dry stone pitching 22 point 5 cm thick including supply of stones and <br>preparing surface complete | 1830 | sqm | 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 | 5500 | KG | 90 |
| 13 | Punning | Neat cement punning | 1530 | sqm | 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 | 1500 | kg | 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 | 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 | 90 |
| 17 | Demolishingbrickwork | Demolishing brick work manually or by mechanical means including <br>stacking of serviceable material and disposal of unserviceable material <br>within 50 metres lead as per direction of Engineer in charge 15 point7 point 4 In cement mortar | 20 | Cum | 90 |
| 18 | Brickwork | Brick work with non modular fly ash bricks conforming to IS12894 <br>class designation 10 average compressive strength in super structure <br>above plinth level up to floor V level in | 105 | Cum | 90 |
| 19 | Exteriorpaint | Finishing walls with textured exterior paint of required shade <br>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 | 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 | 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 | 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 | 90 |
| 23 | Steelshutters | Providing and fixing in position collapsible steel shutters with vertical <br>channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm <br>size, with top and bottom rail of T iron 40x40x6 mm, with 40 mm dia <br>steel pulleys complete with bolts, nuts locking arrangement stoppers <br>handles including applying a priming coat of approved steel primer | 30 | sqm | 90 |
| 24 | Design | Design and Detailed Engineering Consulting Services Vetting of Design Calculation and Drawings of Civil and Structural works | 1 | Set | 90 |
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