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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC | L1 | Accepted-AOC Lowest Offer (Scope reduction applied) | |
| 2 | L2₹23.2 L+₹2.1 L (9.71%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹23.3 L+₹2.2 L (10.3%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹23.5 L+₹2.4 L (11.3%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹23.7 L+₹2.5 L (12.0%)Rejected-Finance 4 14 A LEMBALAKUDDI PUDUKKOTTAI DISTRICT | PUDUKKOTTAI | PUDUKKOTTAI | TAMIL NADU | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | P CHANDRAMOHAN CONTRACT L1 | KUMARAN KUDIL CONSTRUCTIONS L2 | R.GANESAN L4 | K PALANISAMY L7 | kanagaraj L5 | S BALASUBRAMANI CONTRACTOR L6 | Bharathi Construction L3 | M THIYAGARAJAN L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 50 | CUBIC METRE | 275 ₹13,750 | 270 ₹13,500 Lowest | 275 ₹13,750 | 270 ₹13,500 Lowest | 275 ₹13,750 | 280 ₹14,000 | 300 ₹15,000 | 300 ₹15,000 |
| 2.00 | 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 | 33.33 | CUBIC METRE | 210 ₹6,999.3 Lowest | 225 ₹7,499.25 | 250 ₹8,332.5 | 225 ₹7,499.25 | 230 ₹7,665.9 | 230 ₹7,665.9 | 250 ₹8,332.5 | 269 ₹8,965.77 |
| 3.00 | 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. | 25 | CUBIC METRE | 1,540 ₹38,500 Lowest | 2,700 ₹67,500 | 2,800 ₹70,000 | 2,800 ₹70,000 | 2,100 ₹52,500 | 2,000 ₹50,000 | 1,600 ₹40,000 | 2,300 ₹57,500 |
| 4.00 | SUPPLYING AND FILLING WITH M SAND IN FOUNDATION AND BASEMENT INCLUDING WATERING AND CONSOLIDATION | 1.67 | CUBIC METRE | 1,900 ₹3,173 Lowest | 1,908 ₹3,186.36 | 2,000 ₹3,340 | 2,070 ₹3,456.9 | 2,250 ₹3,757.5 | 2,300 ₹3,841 | 1,950 ₹3,256.5 | 2,200 ₹3,674 |
| 5.00 | PROVIDING TEMPORARY PLATFORM BY USING PIPES / SCAFFOLDING MATERIAL AND LAYING OF WOODEN PLANKS TO REQUIRED HEIGHT PROVIDE TARPAULINE 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. | 333.33 | SQUARE METRE | 270 ₹89,999.1 Lowest | 270 ₹89,999.1 Lowest | 275 ₹91,665.75 | 270 ₹89,999.1 Lowest | 310 ₹1,03,332.3 | 300 ₹99,999 | 320 ₹1,06,665.6 | 299 ₹99,665.67 |
| 6.00 | CEMENT CONCRETE 1:4:8 USING 25MM DOWN GAUGE BLUE GRANITE AGGREGATE IN FOUNDATIONS, MUD MAT, FLOORING EXCLUDING SHUTTERING BUT INCLUDING RAMMING, LEVELLING, CURING ETC., COMPLETE. | 12.5 | CUBIC METRE | 3,900 ₹48,750 | 3,870 ₹48,375 | 3,900 ₹48,750 | 4,050 ₹50,625 | 3,850 ₹48,125 | 3,900 ₹48,750 | 3,750 ₹46,875 Lowest | 4,200 ₹52,500 |
| 7.00 | CEMENT CONCRETE M20 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. | 39.17 | CUBIC METRE | 4,500 ₹1,76,265 | 4,320 ₹1,69,214.4 | 4,350 ₹1,70,389.5 | 4,400 ₹1,72,348 | 4,500 ₹1,76,265 | 4,400 ₹1,72,348 | 4,275 ₹1,67,451.75 Lowest | 4,800 ₹1,88,016 |
| 8.00 | CEMENT CONCRETE M20 USING 20 MM SIZE BLUE GRANITE AGGREGATE FOR ALL CEMENT CONCRETE ITEMS SUCH AS COLUMN, BEAM, SLAB, LINTEL, SUNSHADE, STAIRCASE ETC., EXCLUDING SHUTTERING BUT INCLUDING LEVELLING, CURING, ETC., COMPLETE FROM 0.00 MTR TO +7.00 MTR LEVEL | 16.67 | CUBIC METRE | 4,800 ₹80,016 Lowest | 4,905 ₹81,766.35 | 5,000 ₹83,350 | 5,040 ₹84,016.8 | 4,900 ₹81,683 | 5,000 ₹83,350 | 4,850 ₹80,849.5 | 5,200 ₹86,684 |
| 9.00 | CEMENT CONCRETE M20 USING 20 MM SIZE BLUE GRANITE AGGREGATE FOR ALL CEMENT CONCRETE ITEMS SUCH AS COLUMN, BEAM, SLAB, LINTEL, SUNSHADE, STAIRCASE ETC., EXCLUDING SHUTTERING BUT INCLUDING LEVELLING, CURING, ETC., COMPLETE FROM +7.00 MTR TO +14.00 MTR LEVEL | 4.17 | CUBIC METRE | 5,600 ₹23,352 | 5,490 ₹22,893.3 | 5,500 ₹22,935 | 5,500 ₹22,935 | 5,400 ₹22,518 | 5,500 ₹22,935 | 5,325 ₹22,205.25 Lowest | 5,800 ₹24,186 |
| 10.00 | 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. | 5 | CUBIC METRE | 5,200 ₹26,000 | 5,220 ₹26,100 | 5,250 ₹26,250 | 5,100 ₹25,500 | 5,250 ₹26,250 | 5,300 ₹26,500 | 5,050 ₹25,250 Lowest | 5,500 ₹27,500 |
Tender Value
Refer Docs
EMD Value
₹35,000
Closing Date
18 Jul 2025, 3:00 pmClosed
General Manager, Projects
PMD Office, TNPL Unit I, Kagithapuram.
Rate contract to carryout petty Civil works for Factory Premises, LSFM, CPRC and Housing Colony at TNPL Unit I
2025_TNPL_577226_1
TNPL/PMD/CIV/UNIT I/252613002453
Limited
Civil Works
Tender cum Auction
180 days
TNPL Unit-I, LSFM, colony, CPRC, Kagithapuram
The bidder shall enclose copy of any recent order awarded by TNPL.
5 documents required · 5 mandatory
₹0
₹35,000
21 Aug 2025
8 Jul 2025
19 Jul 2025
8 Jul 2025
18 Jul 2025
8 Jul 2025
Amount
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.
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
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.
SUPPLYING AND FILLING WITH M SAND IN FOUNDATION AND BASEMENT INCLUDING WATERING AND CONSOLIDATION
PROVIDING TEMPORARY PLATFORM BY USING PIPES / SCAFFOLDING MATERIAL AND LAYING OF WOODEN PLANKS TO REQUIRED HEIGHT PROVIDE TARPAULINE 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.
CEMENT CONCRETE 1:4:8 USING 25MM DOWN GAUGE BLUE GRANITE AGGREGATE IN FOUNDATIONS, MUD MAT, FLOORING EXCLUDING SHUTTERING BUT INCLUDING RAMMING, LEVELLING, CURING ETC., COMPLETE.
CEMENT CONCRETE M20 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.
CEMENT CONCRETE M20 USING 20 MM SIZE BLUE GRANITE AGGREGATE FOR ALL CEMENT CONCRETE ITEMS SUCH AS COLUMN, BEAM, SLAB, LINTEL, SUNSHADE, STAIRCASE ETC., EXCLUDING SHUTTERING BUT INCLUDING LEVELLING, CURING, ETC., COMPLETE FROM 0.00 MTR TO +7.00 MTR LEVEL
CEMENT CONCRETE M20 USING 20 MM SIZE BLUE GRANITE AGGREGATE FOR ALL CEMENT CONCRETE ITEMS SUCH AS COLUMN, BEAM, SLAB, LINTEL, SUNSHADE, STAIRCASE ETC., EXCLUDING SHUTTERING BUT INCLUDING LEVELLING, CURING, ETC., COMPLETE FROM +7.00 MTR TO +14.00 MTR LEVEL
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.
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.
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 +7 MTR TO +14 MTR LEVEL.
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.
PREPARE SURFACES OF BASE COURSE BY REMOVING ALL LOOSE MORTAR BY HACKING AND LAY TO REQUIRED SLOPE 25MM THICK GRANO FLOOR OF MIX 1:1.5:3 USING¿ 10 TO 12MM GRANITE CHIPS INCLUDING FINISHING THE TOP LAYER WITH A STEEL TROWEL AND FLOAT WHILE LAYING WITHOUT ANY ADDITIONAL CEMENT OR MORTAR AT ALL LEVELS.
PREPARE SURFACES OF BASE COURSE BY REMOVING ALL LOOSE MORTAR BY HACKING AND LAY TO REQUIRED SLOPE 50MM THICK GRANO FLOOR OF MIX 1:1.5:3 USING 10 TO 12MM GRANITE CHIPS INCLUDING FINISHING AT ALL LEVELS.
CEMENT CONCRETE 1:2:4 USING 20MM AND DOWN GRADED BLUE GRANITE AGGREGATE IN 50MM THICK PRECAST COVER SLAB FOR SHELVES / DRAINS INCLUDING REINFORCEMENT, NECESSARY FORMWORK, FIXING IN POSITION, PERFORMING THE EDGES OF REBATES OF DRAINS TO STRAIGHT LINE, FINISHING THE TOP SURFACE SMOOTH IN ALL FLOORS.
FORM WORK - WROUGHT AND PUT UP WITH GOOD QUALITY MARINE GRADE PLYWOOD / STEEL SHUTTERING FOR ALL TYPES OF SHUTTERING WORKS LIKE FOOTING, RAFT, PLINTH BEAM, ETC., AS "PLASTER FREE FINISH" BELOW GROUND LEVEL AND UPTO FFL.
FORM WORK - WROUGHT AND PUT UP WITH GOOD QUALITY MARINE GRADE PLYWOOD / STEEL SHUTTERING 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.
FORM WORK - WROUGHT AND PUT UP WITH GOOD QUALITY MARINE GRADE PLYWOOD / STEEL SHUTTERING FOR ALL TYPES OF SHUTTERING WORKS LIKE COLUMN, BEAM, SUNSHADE, SHELL WALL, ROOF SLAB, STAIRCASE, ETC., AS "PLASTER FREE FINISH" ABOVE +7 MTR TO +14 MTR LEVEL.
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
SUPPLY AND LAYING OF FLY ASH BRICKS IN CM 1:6 IN FOUNDATIONS AND BASEMENT UPTO +0.00 MTR INCLUDING CURING, ETC., COMPLETE.
SUPPLY AND LAYING OF FLY ASH BRICKS IN SUPER STRUCTURE IN CM 1:6 INCLUDING SCAFFOLDING, CURING ETC., COMPLETE ABOVE +0.00 MTR TO +7.00 MTR
SUPPLY AND LAYING OF FLY ASH BRICKS IN SUPER STRUCTURE IN CM 1:6 INCLUDING SCAFFOLDING, CURING ETC., COMPLETE ABOVE +7.00 MTR TO +14.00 MTR
BRICK MASONRY WITH APPROVED QUALITY CHAMBER BURNT BRICKS / FLY ASH BRICKS IN HALF BRICK THICK WALL IN CM 1:4 INCLUDING PLASTERING IN CM 1:4, 12MM THICK BOTH SIDES AND SCAFFOLDING, CURING ETC., AT ALL LEVELS.
PROVIDING COURSED RUBBLE STONE MASONRY SECOND SORT IN CEMENT MORTAR 1:7 WITH THROUGH BOND STONES 2 MTRS APART IN EACH COURSE, PLACED IN A STAGGERED PATTERN AND COURSE NOT LESS THAN 150MM HIGH WITH FACE STONES PLACED HEADERS AND STRETCHERS ALTERNATIVELY TO BREAK JOINTS BY ATLEAST 75MM INCLUDING INCLUDING POINTING WITH CEMENT MORTAR 1:3 CURING ETC., COMPLETE FOR FOUNDATION BASEMENT UPTO +1.00 MTR LEVEL.
SUPPLYING AND LAYING SIZE STONE PITCHING NOT LESS THAN 230MM THICK AND POINTING WITH CEMENT MORTAR 1:3 INCLUDING SAND FILLING FOR VOIDS AT ALL LEVELS.
PREPARE SURFACES OF CEILING AND PLASTER IN CM 1:3,12MM THICK INCLUDING SMOOTH FINISHING INCLUDING SCAFFOLDING CURING ETC., AT ALL LEVELS.
PREPARE SURFACES OF WALLS AND PLASTER INTERIOR, EXTERIOR AND TOP FACES WITH CEMENT MORTAR, 12MM THICK IN CM 1:4 INCLUDING NECESSARY SCAFFOLDING AND CURING ETC., COMPLETE FROM FFL TO +7.00 MTR LEVEL.
PREPARE SURFACES OF WALLS AND PLASTER INTERIOR, EXTERIOR AND TOP FACES WITH CEMENT MORTAR, 12MM THICK IN CM 1:4 INCLUDING NECESSARY SCAFFOLDING AND CURING ETC., COMPLETE FROM +7.00 TO +14.00 MTR LEVEL.
THOROUGHLY PREPARE SURFACES OF WALL IN THE TANK INNER SIDE AND PLASTER WITH CEMENT MORTAR 1:3, 20MM THICK MIXED WITH WATER PROOFING SOLUTION 2% BY WEIGHT OF CEMENT AND FINISH THE SURFACE SMOOTHLY INCLUDING CHAMFERING THE CORNERS IN THE WATER TANK INNER SURFACE , CURING ETC., COMPLETE AT +4.00 MTR TO +8.00 MTR LEVEL.
TAKE DELIVERY OF FLOOR TILES OF APPROVED SIZE AND SHADE AND FIXING THEM IN POSITION FOR FLOORS AND SKIRTING WITH BED MORTAR IN CM 1:3, 20MM THICK, PREPARING THE SURFACES AND POINTING THE JOINTS WITH TILE MATE COMPOUND AT ALL LEVELS.
TAKE DELIVERY OF WALL TILES OF APPROVED SHADE, SIZE AND FIXING THEM IN POSITION FOR WALLS AND SKIRTING WITH BED MORTAR IN CM 1:3, 20MM THICK, PREPARING THE SURFACES AND POINTING THE JOINTS WITH TILE MATE COMPOUND AT ALL LEVELS.
SUPPLYING OF WALL TILES OF APPROVED MAKE, SIZE AND DESIGN / SHADE AND FIXING THEM IN POSITION FOR WALLS WITH BED MORTAR IN CM 1:3, 20MM THICK, PREPARING THE SURFACES AND POINTING THE JOINTS WITH TILE MAT COMPOUND AS DIRECTED BY ENGINEER INCHARGE.
SUPPLYING AND FIXING OF VITRIFIED FLOOR TILES OF APPROVED SIZE AND SHADE AND FIXING THEM IN POSITION FOR FLOORS AND SKIRTING WITH BED MORTAR IN CM 1:3, 20MM THICK, PREPARING THE SURFACES AND POINTING THE JOINTS WITH TILE MATE COMPOUND AT ALL LEVELS.
TAKE DELIVERY OF PELICON MAKE AR TILES 300MM X 300MM, 20/12 MM THICK OF APPROVED MAKE AND COLOUR AND LAYING IN CM 1:3, 20MM THICK AND POINTING WITH EPOXY GROUT INLCLUDING SKIRTING WITH ALL NECESSARY TOOLS AND TACKLES, LABOUR, CONSUMABLES ETC., COMPLETE AS DIRECTED BY ENGINEER IN CHARGE.
THOROUGHLY PREPARE SURFACES AND LAY PRESSED CLAY TILES OF SIZE 9"X9" OR 8"X8" AND LAY TO PROPER SLOPE IN CM 1:3, 20MM THICK BED MORTAR MIXED WITH 5% OF CRUDE OIL BY WEIGHT OF CEMENT AND POINTING THE JOINTS WITH THE SAME OILED MORTAR, CURING ETC., COMPLETE AT ALL LEVELS.
DISMANTLING OF MUDMAT CONCRETE, PCC1:5:10, GRANO FLOORING, ETC., USING BREAKERS AND DISPOSE OFF WITHIN A LEAD OF 2 KM DISTANCE AS DIRECTED.
DISMANTLING OF RCC M20 / M25 CONCRETE WITH BREAKERS AND CUTTING OF THE STEEL REINFORCEMENTS, ETC., AND DISPOSE OFF THE DEBRIS TO A LEAD OF 2 KM APART AS DIRECTED.
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.
DISMANTLE BRICK MASONRY IN GROUND FLOOR AND DISPOSE OFF WITHIN A INITIAL LEAD OF 40 MTR.
DRILLING HOLES 16 / 20 MM DIA IN CONCRETE SURFACE AND INSERTING STEEL ROD AS DOWEL BAR AND GROUTING WITH CONBEXTRA GP2 AT ALL LEVELS.
SUPPLYING AND FIXING OF REFLECTIVE TYPE SUN CONTROL FILM TO GLASS PANELS INCLUDING SURFACE PREPARATION, CLEANING ETC., COMPLETE OF APPROVED QUALITY AND SHADE.
SUPPLYING AND FIXING OF "ARMSTRONG" MAKE FALSE ROOFING WITH MINERAL FIBRE MICRO BOARD (WHITE) OF SIZE 600MM X 600MM X 15MM INCLUDING ALL NECESSARY SUPPORTING SUSPENSION GRID SYSTEMS FROM RCC CEILING, ETC., COMPLETE. TYPE: FINE FISSURE SEKTOR.
SUPPLYING AND FIXING OF STANDARD ALUMINIUM WINDOW (SLIDING TYPE - TWO TRACK SYSTEM) OF APPROXIMATE PANEL SIZE 1.50 X 1.50 MTR WITH NECESSARY LOCKING ARRANGMENT, RUBBER GASKET, BEADING ETC., INCLUDING 5MM THICK PLAIN GLASS FOR THE SAME (MAKE JINDAL OR INDAL OF SECTION SIZE 63MM X 38MM X 1.5MM THICK).
PROVIDING AND FIXING OF UPVC DOORS OF SIZE 1.00 M X 2.100M WITH SINGLE LEAF OPENABLE SHUTTERS. THE FRAME MADE OUT OF UPVC PROFILE SECTION OF SIZE 60 X 38MM X 2.2MM THICK WITH SHUTTER FRAME OF STANDARD SECTION 2.2MM THICK. THE DOOR SHUTTER IN TWO PARTS, ONE PART COVERED WITH UPVC SHEET AND ANOTHER PART COVERED WITH 5MM THICK PLAIN GLASS INCLUDING FIXING OF AUTOMATIC HINGES, ALUMINIUM JOINERY FITTINS, LABOUR CHARGES, SCREWS, RUBBER BEADING ETC., COMPLETE
PROVIDING AND FIXING OF UPVC DOORS OF SIZE 1.50 M X 2.100M WITH DOUBLE LEAF OPENABLE SHUTTERS. THE FRAME MADE OUT OF UPVC PROFILE SECTION OF SIZE 60 X 38MM X 2.2MM THICK WITH SHUTTER FRAME OF STANDARD SECTION 2.2MM THICK. THE DOOR SHUTTER IN TWO PARTS, ONE PART COVERED WITH UPVC SHEET AND ANOTHER PART COVERED WITH 5MM THICK PLAIN GLASS INCLUDING FIXING OF AUTOMATIC HINGES, ALUMINIUM JOINERY FITTINGS, LABOUR CHARGES, SCREWS, RUBBER BEADING ETC., COMPLETE
SUPPLY AND FIXING OF PVC STANDARD DOOR AS PER SKETCH. 4 ( X ) MODEL OF APPROVED COLOUR AND MAKE.
SUPPLYING AND FIXING OF PVC STANDARD FLUSH DOOR FRAME OF SIZE 0.75 MTR X 2.0 MTR OR 0.9 MTR X 2.10 MTR WITH INNER CORE CONCEALLED WITH COUNTRY WOOD REEPER AND 20MM THICK FLUSH DOOR SHUTTER INCLUDING NECESSARY HINGES. HOLD FASTS, TOWER BOLTS, HANDLES AND PAD LOCK ETC, COMPLETE AT ALL LEVELS AS DIRECTED BY ENGINEER INCHARGE.
SUPPLYING AND FIXING OF UPVC LOUVERED VENTILATOR OF SIZE 750 X 600 MM WITH ADJUSTABLE LOUVERS USING 5MM THICK FROSTED GLASS RATE INCLUDES ALL CONSUMABLES, LABOUR CHARGES ETC., COMPLETE AT ALL LEVELS.
SUPPLYING AND FIXING OF ALUMINIUM PARTITION USING FRAMES OF SIZE 63MM X 45MM X 1.50MM THICK AND FIXING VERTICALS TO A MAXIMUM DISTANCE OF 900MM INTERVALS AND HORIZONTAL FRAMES OF SIZE 45MM X 45MM WHEREVER NECESSARY AS INSTRUCTED BY ENGINEER-IN-CHARGE. THE PANELS OF THE PARTITION SHALL BE COVERED IN THREE EQUAL PARTS WITH 9MM THICK NOVAPAN SHEET IN BOTTOM MIDDLE AND TOP INCLUDING ALUMINIUM BEADINGS, RUBBER GASKETS ETC., COMPLETE AT ALL LEVELS.
SUPPLYING AND FIXING OF ALUMINIUM PARTITION USING FRAMES OF SIZE 63MM X 45MM X 1.50MM THICK AND FIXING VERTICALS TO A MAXIMUM DISTANCE OF 900MM INTERVALS AND HORIZONTAL FRAMES OF SIZE 45MM X 45MM WHEREVER NECESSARY AS INSTRUCTED BY ENGINEER-IN-CHARGE. THE PANELS OF THE PARTITION SHALL BE COVERED IN TWO PARTS WITH 9MM THICK NOVAPAN SHEET IN BOTTOM AND 5MM THICK PLAIN GLASS IN TOP INCLUDING ALUMINIUM BEADINGS, RUBBER GASKETS ETC., COMPLETE.
PROVIDING MANPOWER ASSISTANCE FOR ATTENDING MISCELLANEOUS CIVIL WORKS - MASON.
PROVIDING MANPOWER ASSISTANCE FOR ATTENDING ALIGNMENT WORKS IN PIPE LINES,PUMPS AND STEEL STRUCTURES, ETC., COMPLETE AT ALL LEVELS - FITTER
LABOUR SUPPLY FOR ATTENDING RECTIFICATION WORKS OVER ROOFING SHEETS - HELPER FOR FITTER AND WELDER.
PROVIDING MANPOWER ASSISTANCE FOR ATTENDING MISCELLANEOUS CIVIL AND STRUCTURAL WORKS – HELPER FOR MASON / PLUMBER / CARPENTER / FITTER / WELDER, ETC.,
Bidder Name
Amount in Words
Bharathi Construction (BID ID -1401538)
S BALASUBRAMANI CONTRACTOR (BID ID -1405791)
P CHANDRAMOHAN CONTRACT (BID ID -1404613)
KUMARAN KUDIL CONSTRUCTIONS (BID ID -1402369)
kanagaraj (BID ID -1399362)
R.GANESAN (BID ID -1405625)
K PALANISAMY (BID ID -1405214)
M THIYAGARAJAN (BID ID -1400073)
KUMARAN KUDIL CONSTRUCTIONS (BID ID -1402369)
Bharathi Construction (BID ID -1401538)
R.GANESAN (BID ID -1405625)
kanagaraj (BID ID -1399362)
S BALASUBRAMANI CONTRACTOR (BID ID -1405791)
K PALANISAMY (BID ID -1405214)
M THIYAGARAJAN (BID ID -1400073)
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