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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.3 LAccepted-AOC | L1 | Accepted-AOC Lowest Offer | |
| 2 | L2₹37.9 L+₹1.6 L (4.36%)Rejected-Finance 4 14 A LEMBALAKUDDI PUDUKKOTTAI DISTRICT | PUDUKKOTTAI | PUDUKKOTTAI | TAMIL NADU | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹38.5 L+₹2.2 L (6.01%)Rejected-Finance 5 27 PONNIYAGOUNDANPUDHUR PUNNAMCHATRAM PO KARUR | KARUR | KARUR | TAMIL NADU | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹40.0 L+₹3.7 L (10.1%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹44.6 L+₹8.3 L (22.8%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | PSK INFRA PROJECTS L7 | kanagaraj L5 | R Muthusamy L2 | RASIKA CONSTRUCTION L1 | Bharathi Construction L4 | R.GANESAN L3 | SRI VAISHNAVI L8 | RAJ BUILDERS L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 1,100 | CUM | 220 ₹2,42,000 | 250 ₹2,75,000 | 150 ₹1,65,000 Lowest | 250 ₹2,75,000 | 290 ₹3,19,000 | 270 ₹2,97,000 | 240 ₹2,64,000 | 275 ₹3,02,500 |
| 1.02 | TRANSPORT EXCAVATED EARTH / OTHER DEBRIS FROM INSIDE THE PLANT PREMISES AND FILL IN LOW LYING AREAS, INCLUDING SPREADING, LOADING, UNLOADING (25% VOIDS TO BE DEDUCTED IN LORRY/TRACTOR MEASUREMENTS) | 1,100 | CUM | 210 ₹2,31,000 | 225 ₹2,47,500 | 120 ₹1,32,000 Lowest | 180 ₹1,98,000 | 230 ₹2,53,000 | 225 ₹2,47,500 | 250 ₹2,75,000 | 250 ₹2,75,000 |
| 1.03 | 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. | 13.5 | MT | 16,000 ₹2,16,000 | 17,000 ₹2,29,500 | 14,000 ₹1,89,000 | 10,200 ₹1,37,700 Lowest | 18,000 ₹2,43,000 | 18,000 ₹2,43,000 | 30,000 ₹4,05,000 | 18,500 ₹2,49,750 |
| 1.04 | 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. | 280 | SQM | 950 ₹2,66,000 | 800 ₹2,24,000 | 300 ₹84,000 Lowest | 450 ₹1,26,000 | 740 ₹2,07,200 | 720 ₹2,01,600 | 465 ₹1,30,200 | 750 ₹2,10,000 |
| 1.05 | CEMENT CONCRETE M30 USING 20MM SIZE BLUE GRANITE AGGREGATE FOR ALL CEMENT CONCRETE ITEMS SUCH AS FOUNDATIONS, PEDESTALS, COLUMNS, WALLS, SHELL WALL, FOOTING, RAFT, PLINTH BEAM, ETC., EXCLUDING SHUTTERING BUT INCLUDING LEVELLING, CURING, ETC., COMPLETE BELOW GROUND LEVEL AND UPTO FFL. | 775 | CUM | 5,200 ₹40,30,000 | 5,000 ₹38,75,000 | 4,750 ₹36,81,250 | 2,500 ₹19,37,500 Lowest | 4,500 ₹34,87,500 | 4,500 ₹34,87,500 | 9,000 ₹69,75,000 | 5,200 ₹40,30,000 |
| 1.06 | PROVIDING AND LAYING OF "WET MIX" MACADAM BASE COURSE OF 300 MM THICK COMPACTED THICKNESS IN TWO LAYERS (150MM EACH) WITH STONE AGGREGATE AND GRANULAR POWDER OF QUALITY SIZE WITH MORTAR AND COMPACTION WITH VIBRATING ROLLER OF 80 TO 100 KN STATIC WEIGHT WITH SLOPE, GRADIENT AND SAFETY AS PER INSTRUCTION OF ENGINEER INCHARGE. | 650 | CUM | 2,750 ₹17,87,500 | 2,400 ₹15,60,000 | 2,300 ₹14,95,000 | 1,950 ₹12,67,500 Lowest | 2,520 ₹16,38,000 | 2,520 ₹16,38,000 | 2,400 ₹15,60,000 | 2,600 ₹16,90,000 |
| 1.07 | PREPARE SURFACES OF CONCRETE FLOORING AND DO POWER TROWLING FINISH AS DIRECTED BY ENGINEER INCHARGE. | 2,800 | SQM | 110 ₹3,08,000 | 85 ₹2,38,000 | 40 ₹1,12,000 Lowest | 215 ₹6,02,000 | 97 ₹2,71,600 | 90 ₹2,52,000 | 60 ₹1,68,000 | 110 ₹3,08,000 |
| 1.08 | PREPARE THE CONCRETE SURFACE AND MAKING GROOVE CUTTING OF SIZE 5 X 20MM DEEP WITH REQUIRED TOOLS AND TACKLES AND FILLING WITH POLYMER BASED BITUMEN OF APPROVED MAKE AS PER THE INSTRUCTIONS OF ENGINEER IN CHARGE | 1,850 | RMR | 245 ₹4,53,250 | 150 ₹2,77,500 | 50 ₹92,500 Lowest | 85 ₹1,57,250 | 117 ₹2,16,450 | 117 ₹2,16,450 | 60 ₹1,11,000 | 125 ₹2,31,250 |
| Sl.NoBidder Name | |||||||||||
Tender Value
Refer Docs
Closing Date
1 Oct 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CGM (Production and Project Co-Ordination)
PMD Office, TNPL Unit I, Kagithapuram
Providing concrete road in west and North side of new coal shed size 450 m length by 6 mtr width under RSPS2 project at TNPL Unit I
2026_TNPL_707251_1
TNPL/PMD/CIV/RSPS#2/UNIT I/262713004042
Open Tender
Civil Works
Tender cum Auction
60 days
TNPL Unit I, Kagithapuram, Karur District 639136
As per Invitation for Bids of Bid Document
4 documents required · 4 mandatory
₹0
Exempted
29 Oct 2026
23 Sept 2026
3 Oct 2026
23 Sept 2026
1 Oct 2026
23 Sept 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. | 1,100 | CUM | - | - |
| 1.02 | TRANSPORT EXCAVATED EARTH / OTHER DEBRIS FROM INSIDE THE PLANT PREMISES AND FILL IN LOW LYING AREAS, INCLUDING SPREADING, LOADING, UNLOADING (25% VOIDS TO BE DEDUCTED IN LORRY/TRACTOR MEASUREMENTS) | 1,100 | CUM | - | - |
| 1.03 | 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. | 13.5 | MT | - | - |
| 1.04 | 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. | 280 | SQM | - | - |
| 1.05 | CEMENT CONCRETE M30 USING 20MM SIZE BLUE GRANITE AGGREGATE FOR ALL CEMENT CONCRETE ITEMS SUCH AS FOUNDATIONS, PEDESTALS, COLUMNS, WALLS, SHELL WALL, FOOTING, RAFT, PLINTH BEAM, ETC., EXCLUDING SHUTTERING BUT INCLUDING LEVELLING, CURING, ETC., COMPLETE BELOW GROUND LEVEL AND UPTO FFL. | 775 | CUM | - | - |
| 1.06 | PROVIDING AND LAYING OF "WET MIX" MACADAM BASE COURSE OF 300 MM THICK COMPACTED THICKNESS IN TWO LAYERS (150MM EACH) WITH STONE AGGREGATE AND GRANULAR POWDER OF QUALITY SIZE WITH MORTAR AND COMPACTION WITH VIBRATING ROLLER OF 80 TO 100 KN STATIC WEIGHT WITH SLOPE, GRADIENT AND SAFETY AS PER INSTRUCTION OF ENGINEER INCHARGE. | 650 | CUM | - | - |
| 1.07 | PREPARE SURFACES OF CONCRETE FLOORING AND DO POWER TROWLING FINISH AS DIRECTED BY ENGINEER INCHARGE. | 2,800 | SQM | - | - |
| 1.08 | PREPARE THE CONCRETE SURFACE AND MAKING GROOVE CUTTING OF SIZE 5 X 20MM DEEP WITH REQUIRED TOOLS AND TACKLES AND FILLING WITH POLYMER BASED BITUMEN OF APPROVED MAKE AS PER THE INSTRUCTIONS OF ENGINEER IN CHARGE | 1,850 | RMR | - | - |
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