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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1-SQ₹2.9 LAccepted-AOC | ₹2.9 L | L1-SQ | Accepted-AOC SQ offer accepted |
| Sl No | Description | Qty | Unit | P CHANDRAMOHAN CONTRACT L1 |
|---|---|---|---|---|
| 1.00BOQ | ||||
| 1.01 | EARTH WORK EXCAVATION IN ALL SOILS AND SUB SOILS EXCLUDING ROCK INCLUDING BACKFILLING IN SIDES OF FOUNDATIONS AND BASEMENT, WATERING, CONSOLIDATION, INCLUDING DEWATERING WHEREVER NECESSARY, ETC., AND DISPOSING OFF THE SURPLUS EARTH WITHIN A LEAD OF 40 MTRS AS DIRECTED IN DEPTH FROM GROUND LEVEL TO -2 MTR. | 10 | CUM | 350 ₹3,500 Lowest |
| 1.02 | CEMENT CONCRETE M25 USING 20MM SIZE BLUE GRANITE AGGREGATE FOR ALL CEMENT CONCRETE ITEMS SUCH AS FOOTING, RAFT, PLINTH BEAM, ETC., EXCLUDING SHUTTERING BUT INCLUDING LEVELLING, CURING, ETC., COMPLETE BELOW GROUND LEVEL AND UPTO FFL. | 15 | CUM | 5,750 ₹86,250 Lowest |
| 1.03 | FORM WORK - WROUGHT AND PUT UP WITH GOOD QUALITY MARINE GRADE PLYWOOD FOR ALL TYPES OF SHUTTERING WORKS LIKE FOOTING, RAFT, PLINTH BEAM, ETC., AS "PLASTER FREE FINISH" BELOW GROUND LEVEL AND UPTO FFL. | 40 | SQM | 1,000 ₹40,000 Lowest |
| 1.04 | CEMENT CONCRETE 1:2:4 USING 20MM AND DOWN GRADED BLUE GRANITE AGGREGATE IN 50MM THICK PRECAST COVER SLAB FOR SHELVES / DRAINS INCLUDING FABRICATION OF REINFORCEMENT, NECESSARY FORMWORK, FIXING IN POSITION, PERFORMING THE EDGES OF REBATES OF DRAINS TO STRAIGHT LINE, FINISHING THE TOP SURFACE SMOOTH IN ALL FLOORS. | 20 | SQM | 4,500 ₹90,000 Lowest |
| 1.05 | CEMENT CONCRETE M25 USING 20MM SIZE BLUE GRANITE AGGREGATE FOR ALL CEMENT CONCRETE ITEMS SUCH AS COLUMN, BEAM, SUNSHADE, SHELL WALL, ROOF SLAB, STAIRCASE, ETC., EXCLUDING SHUTTERING BUT INCLUDING LEVELLING, CURING, ETC., COMPLETE ABOVE FFL TO +7 MTR LEVEL. | 3 | CUM | 6,000 ₹18,000 Lowest |
| 1.06 | FORM WORK - WROUGHT AND PUT UP WITH GOOD QUALITY MARINE GRADE PLYWOOD FOR ALL TYPES OF SHUTTERING WORKS LIKE COLUMN, BEAM, SUNSHADE, SHELL WALL, ROOF SLAB, STAIRCASE, ETC., AS "PLASTER FREE FINISH" ABOVE FFL TO +7 MTR LEVEL. | 10 | SQM | 1,500 ₹15,000 Lowest |
| 1.07 | PROVIDING TEMPORARY PLATFORM BY USING PIPES / SCAFFOLDING MATERIAL AND LAYING OF WOODEN PLANKS TO REQUIRED HEIGHT PROVIDE TARPAULIN OVER THE PLATFORM TO AVOID FALLING OBJECT ABOVE THE MACHINERY, ALSO REMOVE THE TEMPORARY PLATFORM AFTER COMPLETION OF THE WORK AS PER ENGINEER INSTRUCTION AT ALL LEVELS. | 75 | SQM | 350 ₹26,250 Lowest |
| 1.08 | FOR SMALL WORKS WHICH IS UNQUANTIFIED EXACTLY, SUPPLY OF ELECTRICAL CONCRETE BREAKER (BOUSH MAKE -MODEL NO.11E) WITH LABOUR FOR DISMANTLING OF COCNRETE, BRICK WORK, CR MASONRY, ETC., THE WORK INCLUDES DISPOSAL OF DISMANTLED DEBRIS WITHIN THE LEAD OF 2KM APART AS DIRECTED. | 50 | HR | 550 ₹27,500 Lowest |
| 1.09 | TAKE DELIVERY OF HIGH STRENGTH RIBBED DEFORMED BARS/ MS BARS ISSUED BY TNPL FREE OF COST, CUT, BEND AND TIE UP IN POSITION INCLUDING COST OF SUPPLYING NECESSARY 18 GAUGE BINDING WIRE FOR ALL TYPES OF RCC WORKS AT ALL LEVELS. | 0.5 | MT | 20,000 ₹10,000 Lowest |
Tender Value
Refer Docs
Closing Date
27 Jul 2026, 3:00 pmClosed
CGM (Production and Project Co-Ordination)
PMD Office, TNPL Unit I, Kagithapuram.
Civil maintenance works in Energy area at TNPL Unit I
2026_TNPL_686852_1
TNPL/PMD/CIV/UNIT I/262713002664
Open Tender
Civil Works
Item Rate
60 days
TNPL Unit I, Kagithapuram, Karur district
Not Applicable
1 document required · 1 mandatory
₹0
Exempted
4 Aug 2026
18 Jul 2026
28 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BOQ | |||||
| 1.01 | EARTH WORK EXCAVATION IN ALL SOILS AND SUB SOILS EXCLUDING ROCK INCLUDING BACKFILLING IN SIDES OF FOUNDATIONS AND BASEMENT, WATERING, CONSOLIDATION, INCLUDING DEWATERING WHEREVER NECESSARY, ETC., AND DISPOSING OFF THE SURPLUS EARTH WITHIN A LEAD OF 40 MTRS AS DIRECTED IN DEPTH FROM GROUND LEVEL TO -2 MTR. | 10 | CUM | - | - |
| 1.02 | CEMENT CONCRETE M25 USING 20MM SIZE BLUE GRANITE AGGREGATE FOR ALL CEMENT CONCRETE ITEMS SUCH AS FOOTING, RAFT, PLINTH BEAM, ETC., EXCLUDING SHUTTERING BUT INCLUDING LEVELLING, CURING, ETC., COMPLETE BELOW GROUND LEVEL AND UPTO FFL. | 15 | CUM | - | - |
| 1.03 | FORM WORK - WROUGHT AND PUT UP WITH GOOD QUALITY MARINE GRADE PLYWOOD FOR ALL TYPES OF SHUTTERING WORKS LIKE FOOTING, RAFT, PLINTH BEAM, ETC., AS "PLASTER FREE FINISH" BELOW GROUND LEVEL AND UPTO FFL. | 40 | SQM | - | - |
| 1.04 | CEMENT CONCRETE 1:2:4 USING 20MM AND DOWN GRADED BLUE GRANITE AGGREGATE IN 50MM THICK PRECAST COVER SLAB FOR SHELVES / DRAINS INCLUDING FABRICATION OF REINFORCEMENT, NECESSARY FORMWORK, FIXING IN POSITION, PERFORMING THE EDGES OF REBATES OF DRAINS TO STRAIGHT LINE, FINISHING THE TOP SURFACE SMOOTH IN ALL FLOORS. | 20 | SQM | - | - |
| 1.05 | CEMENT CONCRETE M25 USING 20MM SIZE BLUE GRANITE AGGREGATE FOR ALL CEMENT CONCRETE ITEMS SUCH AS COLUMN, BEAM, SUNSHADE, SHELL WALL, ROOF SLAB, STAIRCASE, ETC., EXCLUDING SHUTTERING BUT INCLUDING LEVELLING, CURING, ETC., COMPLETE ABOVE FFL TO +7 MTR LEVEL. | 3 | CUM | - | - |
| 1.06 | FORM WORK - WROUGHT AND PUT UP WITH GOOD QUALITY MARINE GRADE PLYWOOD FOR ALL TYPES OF SHUTTERING WORKS LIKE COLUMN, BEAM, SUNSHADE, SHELL WALL, ROOF SLAB, STAIRCASE, ETC., AS "PLASTER FREE FINISH" ABOVE FFL TO +7 MTR LEVEL. | 10 | SQM | - | - |
| 1.07 | PROVIDING TEMPORARY PLATFORM BY USING PIPES / SCAFFOLDING MATERIAL AND LAYING OF WOODEN PLANKS TO REQUIRED HEIGHT PROVIDE TARPAULIN OVER THE PLATFORM TO AVOID FALLING OBJECT ABOVE THE MACHINERY, ALSO REMOVE THE TEMPORARY PLATFORM AFTER COMPLETION OF THE WORK AS PER ENGINEER INSTRUCTION AT ALL LEVELS. | 75 | SQM | - | - |
| 1.08 | FOR SMALL WORKS WHICH IS UNQUANTIFIED EXACTLY, SUPPLY OF ELECTRICAL CONCRETE BREAKER (BOUSH MAKE -MODEL NO.11E) WITH LABOUR FOR DISMANTLING OF COCNRETE, BRICK WORK, CR MASONRY, ETC., THE WORK INCLUDES DISPOSAL OF DISMANTLED DEBRIS WITHIN THE LEAD OF 2KM APART AS DIRECTED. | 50 | HR | - | - |
| 1.09 | TAKE DELIVERY OF HIGH STRENGTH RIBBED DEFORMED BARS/ MS BARS ISSUED BY TNPL FREE OF COST, CUT, BEND AND TIE UP IN POSITION INCLUDING COST OF SUPPLYING NECESSARY 18 GAUGE BINDING WIRE FOR ALL TYPES OF RCC WORKS AT ALL LEVELS. | 0.5 | MT | - | - |
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