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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹29.0 LAccepted-AOC | ₹29.0 L | 1 | Accepted-AOC L1 Bidder |
| 2 | 2₹35.5 L+₹6.5 L (22.2%)Rejected-AOC | ₹35.5 L+₹6.5 L (22.2%) | 2 | Rejected-AOC L2 Bidder |
Tender Value
Refer Docs
EMD Value
₹58,000
Closing Date
12 Jan 2024, 3:00 pmClosed
Manager Purchase
C-DOT, Electronic City Phase -1, Hosur Road, Bengaluru
Civil Works and Allied Activities for New Washrooms for IGS and CCRP Lab
2023_CDOT_786705_1
C-DOTB/TENDER/2023-2024/007
Open Tender
Civil Works
Turn-key
120 days
Electronic City Campus, Hosur Road
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹58,000
C-DOT Electronic City Campus, Hosur Road,
22 May 2024
22 Dec 2023
16 Jan 2024
22 Dec 2023
12 Jan 2024
2 Jan 2024
22 Dec 2023 - 29 Dec 2023
2 Jan 2024
Amount
UNDERTAKING OF CIVIL WORKS AND OTHER ALLIED ACTIVITIES FOR NEW WASH ROOMS FOR CCRP LAB AND IGS ON TURN-KEY BASIS
EXCAVATION: EXCAVATION SHOULD BE DONE TO DESIRED DEPTH AS PER THE APPROVED DESIGN FOR SSM FOOTING AND THE EXCESS EARTH THAT REMOVED SHOULD BE REMOVED FROM THE SITE AND STORE IN THE PLACE MENTIONED BY THE SITE ENGINEER.
SSM FOOTING THREE COURSE
PCC: PROVIDING AND LAYING PLAIN CEMENT CONCRETE (PCC M-10) 1:3:6 ) 1 CEMENT: 3 M-SAND: 6 GRADED STONE AGGREGATE. 40MM NOMINAL SIZE) OF REQUIRED THICKNESS FOR FOUNDATION, PLINTH BEAMS, LEVELLING COURSE AT GROUND FLOOR AND ALL LOCATIONS ETC.
REINFORCEMENT: PROVIDING AND CARRYING OUT THE REINFORCEMENT WORK AS PR THE GFC DRAWING WITH APPROVED GRADE OF STEEL AND BINDING WIRE. PLINTH BEAM: 16MM MAIN ROD 4 NOS., WITH PROPER L AND LAP WHEREVER REQUIRED AND 8 MM STIRRUPS OF 150 MM c/c. PROVIDING THE SILL REINFORCEMENT AND LINTEL REINFORCEMENT AS PER THE DETAILS PROVIDED (SILL 3" THICK WITH 2 NO 10 MM DIA ROD AND 8 MM BIT RODS WITH 100 MM SPACING AND LINTEL 6" THICK WITH 4 NO 12 MM DIA ROD AND 8 MM STIRRUPS AT 150 MM SPACING). BRAND AND GRADE OF STEEL: JSW, JINDAL, SAIL, RINL - Fe500 OR Fe550
FROM WORK: PROVIDING, FABRICATING, ERECTING FROM WORK AT ALL LEVESL AND PLACES WHEREVER NEEDED / SPECIFIED AS PER DRAWING INCLUDING STRIKING WITH 12 MM PLASTIC COATED, MARINE RESISTANT WATER PROOF PLY. PLINTH BEAM AND LINTEL BEAM.
RCC: PROVIDING, TRANSPORTING, PUMPING AND LAYING BATCHED DESIGN MIXED, CONTROLLED, CONRETE OF 25 GRADE AS PER THE GFC WITH ALL THE ELEMENTS USED IN CONCRETE CONFORMING TO ISI STANDARDS.
REFILLING: EARTH SHOULD BE REFILLED AT EXCAVATED PLACE WITH EXCAVATED EARTH AVAILABLE AT SITE. PROPER COMPACTION SHOULD BE DONE WITH WATER STAGNATION INALL THE LOCATION FOLLOWED BY PROPER CONSOLIDATION DONE USING PLATE COMPACTOR. COMPACTION TEST SHOULD BE DONE ON THE FIELD AS PER IS-2720 TO CHECK THE COMPACTION PERCENTAGE OF THE SOIL.
MASONRY WORKS: PROVIDING AND LAYING AUTOCLAVED AERATED CEMENT BLOCKS MASONRY WITH 1000/230 MM THICK SOLID BLOCK IN SUPER STRUCTURE ABOVE ;LINTH BEAM LEVEL UP TO ROOF LEVEL IWHT CEMENT MORTAR (1:4). BRAND SOLID BLOCK - ANY ISI APPROVED BLOC K
INTERNAL PLASTERING: PROVIDING AND APPLYING 15 MM THICK PLASTER IN CEMENT MORTAR MIX RATIO CM 1:4 ( 1 CEMENT : 4 M SAND) TO INTERNAL SURFACES OF CONCRETE AND MASONRY WORK
EXTERNAL PLASTERING: PROVIDING AND APPLYING MINIMUM 18 MM THICK DOUBLE COAT CEMENT SAND PLASTER, FIRST COAT TO BE 12 MM THICK CEMENT SAND MORTAR OF MIX RATIO CM 1:5 ( 1 CEMENT : 5 M-SAND) INCLUDING ADDING 2% BY WEIGHT OF CEMENT APPROVED WATERPROOFING COMPOUND OF APPROVED MANUFACTURER, SECOND COAT TO BE 6 MM THICK IN CEMENT AND SAND MORTAR OF MIX RATIO CM 1:3 ( 1 CEMENT : 4 M-SAND) FINISHED SAND FACE OR AS REQUIRED TO RECEIVE SPECIFIED ARCHITECTURAL EXTERNAL FINISH TO CORRECT LINE, PLUMB AND LEEL TO EXTERNAL FACES OF WFALLS, SOFFITS / CEILING IF ANY, INCLUDING HACKING CONCRETE SURFACES THEN APPLYING CHEMICAL ADHESIVE COATING AND FURTHER PROVIDING 150 MM WIDE 20 GUAGE GI CHICKEN MESH AT JUNCTIONS OF CONCRETE AND MASONRY WORK, DOING INDEPENDENT DOUBLE LEGGED SCAFFFOLDING ETC. ITEM ALSO INCLUDE NECESSARY SCAFFOLDING, PLASTERING TO WINDOW SILLS, RCC CORNICES, MAKING WATTAS, DRIP-MOULDS, BANDS, GROOVES ETC. CURING, CLEANING ETC., ALL COMPLETE JOB TO THE APPROAL OF C-DOT
TOILET SANITARY WORKS / PLUMBING: PROVIDING NEW CPVC 4 INCHES 4 KG PRESSURE ISI WITH NECESSARY BENDS, ELBOWS, NANI TRAP AND COMPLETER TURNKEY JOB. PIPES: PIPES USED FOR PLUMBING LINES - SUGGESTED MAKES: ASHIRVAD / SUPREME
SUPPLY AND FIXING OF CPVC ( 1 1/2") PIPES FOR WATER LINES FOR MENS AND WOMENS WASH ROOM WITH NECESSARY BENDS, ELBOWS AND COMPLETE TURN-KEY JOB. PIPES: PIPES USED FOR PLUMBING LINES - ANY ISI APPROVED BRAND:
TOILET WATER PLUMBING WORK: SUPPLY AND FIXING OF CPVC ( 1 ") PIPES FOR WATER LINES FOR MENS AND WOMENS WASH ROOM AND PANTRY WITH NECESSARY BENDS, ELBOWS AND COMPLETE TURN-KEY JOB. PIPES: PIPES USED FOR PLUMBING LINES - ANY ISI APPROVED BRAND:
WESTERN COMMODES: SUPPLY AND FIXING OF WALL MOUNTED WESTERN COMMODE WITH FLUSH TANK AND NECESSARY ACESSORIES. WESTERN COMMODE: SUGGESTED MAKES - JAGUAR / CERA / HINDWARE
TOILET ACCESSORIES: FIXING OF HEALTH FAUCET, PIPES, TISSUE PAPER HOLDER ETC., WITH NECESSARY ACCESSORIES. PIPES TO BE USED FOR PLUMBING LINES TO BE COMPATIBLE TO THE SUPPLIED MAKES.
TOILET WASH BASIN : SUPPLY AND FIXING OF WASH BASIN ON 25 MM THICK AND 2'6" WIDTH GRANITE SLAB WITH FULL ROUND NOSING AT ONE EDGE OVER THE MASONRY WALL AND WITH COMPLETE CEMENT WORKS, ALONGWITH ACCESSORIES LIKE PILLAR COK, TAPS, WASTE WATER PIPES. ALSO GRATING WITH HOLE TO BE DONE FOR THE WASH BASIN IN MENS AND WOMENS WASHROOM. SUGGESTED MAKES: CERA / JAGUAR / HINDWARE
URINALS : PROVIDING AND FIXING OF CERAMIC WHITE URINAL AND WITH GRANITE PARTITION OF APPROVED MAKE WITH NECESSARY SUPPORTS, BOLTS, NUTS ETC. SUGGESTED MAKES: CERA / JAGUAR / HINDWARE
OUTER WATER PIPE : CONNECTING EXISTING WATER PIPE WITH THE NEW TANK PROVIDED BY C-DOT WITH UPVC PIPE ( 1 1/2") WITH ALL THE NCESSSARY ACCESSORIES. COMPLETE TURNKEY JOB. SUGGESTED MAKES: ASHIRVAD / SUPREME.
OVERHEAD WATER TANK WITH SUPPORTING STRUCTURE: SUPPLY AND INSTALLATION OF OVER HEAD WATER TANK OF 2000 LTRS CAPACITY AND LINKING WITH PLUMBING LINE WITH NECESSARY HARDWARE, CIVIL WORKS. COMPLETE TURNKEY JOB
EXTERNAL DRAINAGE: SEWERAGE LINE: PROVIDING, FIXING, JOINTING AND TESTING IN POSITION THE FOLLOWING UPVC PIPES CONFORMING TO IS:4985 OF 10 KG / SQ. CM FOR DRAINAGE SYSTEM CUT TO REQUIRED LENGTH. THE PIPES SHALL BE DULY LAID AT SITE, WIH NECESSARY CUTTING AND JOINTING OF PIPE WITH APPROVED QUALITY JOINTING LUBRICATN. THE PIPES SHALL BE FIXED PROPERLY ALIGNED AND LAID TO SLOPE. BEFORE HANDING OVER, LEAK TEST SHALL BE CARRIED OUT AND ANY DEFECTS FOUND SAHLL BE RECTIFIFED. WORK SHALL ALSO INCLUDE NECESSARY EXCAVATION AND BACK FILLING WITH COMPACTION ETC. AS DIRECTED BY THE SITE IN-CHARGE. FOR SEWER AND SULLAGE LINE.
CHAMBER: CONSTRUCTION OF SEWER CHAMBERS OF REQUIRED INTERNAL DIMENSION OF 300 X 300 MM DEPTH UPTO 0.3 MTR DEPTH WITH BRICK MASONRY IN CEMENT MORTAR 1:5 THICKNESS OF MASONRY 225 MM, 1:3:6 CEMENT CONCRETE FOUNDATION 150 MM THICK OVER 150 MM SAND BED, CHANNELING IN 1:2:4 CEMENT CONCRETE, PLASTERING IN 1:3 CEMENT MORAR FOR INTERNAL AND EXTERNAL SURFACE FINISHED WITH FLOATING COAT OF NEAT CEMENT. NECO MAKE HEAVY DUTY DI MANHOLE COVER WITH HINGED FRAME. FIXED OVER 100 MM P.C.C. INCLUDING PAINTING OF THE FRAME, COVER WITH 2 COASTS OF ANTI CORROSIVE BITUMASTIC PAINT OVER A COAT OF PRIMER ALL AS PER SPECIFICATIONS. THE WORK SHALL INCLUDE TOP SLAB OF AROUND 150 MM CONCRETE STRUCTURE FOR THE MENTIONED SIZE AND MAKING ARRANGEMENTS FOR MANHOLE COVER SEATING, NECESSARY EXCAVATION AND BACK FILLING.
LED LIGHT FIXTURES: SUPPLY AND FIXING OF 4 FEET LED FIXTURES FOR TOILETS. SUGGESTED MAKES: GM / HAVELLS / SYSKA
HAND DRIER: SUPPLY AND FIXING OF HAND DRIER - ISI MAKE. SUGGESTED MAKES: DOLPHY / JAQUAR
EXHAUST FAN: SUPPLY AND FIXING OF EXHAUST FANS WITH BIRD METAL MESH 12" ISI MAKE: SUGGESTED MAKES: BAJAJ / HAVELLS / CROMPTON
REMOVING MS WINDOWS; REMOVING THE EXISTING MS WINDOWS AND NECESSARY CIVIL WORKS
FIXING OF NEW MS WINDOWS: SUPPLY AND FIXING OF NEW MS FRAME WITH 12MM SQUARE RODS, SHUTTER WITH GLASS, LOCKING AND ENAMEL PAINT FOR THE SAME. NOTE: AS PER SAMPLE WINDOW AVAILABLE AT C-DOT
MASONRY WORKS: PROVIDING AND LAYING AUTOCLAVED AERATED CEMENT BLOCKS MASONRY WITH 1000/230 MM THICK AAC BLOCKS IN SUPER STRUCTURE ABOVE FIRST FLOOR LEVEL UP TO ROO LEVEL WITH POLYMER MODIFIED ADHESIVE MORTAR. PROVIDING THE SILL REINFORCMENT AND LINTEL REINFORCEMENT AS PER HE DETAILS PROVIDED ( SILL 3" THICK WITH 2 NOS., 10 MM DIA ROD AND 8 MM BIT RODS WITH 100 MM SPACING AND LINTEL 6" THICK WITH 4 NOS., 12 MM DIA ROD AND 8 MM STIRRUPS AT 150MM SPACING). CONCRETING SILL AND LINTEL WITH M-25 GRADE CONCRETE (CONFORMING TO IS STANDARDS) WITH NECESSARY WORK FOR HE CONCRETE WITH 12 MM PLASTIC COATED, MARINE RESISTANT WATER PROOF PLY. PROVIDING AND APLYING 15 MM THICK PLASTER IN CEMENT MORTAR MIX RATIO CM 1:4 ( 1 CEMENT : 4 M SAND) TO INTERNAL SUFRFACES OF CONCRETE AND MASONRY WORK. BRAND OF AAC BLOCK : ANY ISI APPROVED MAKE / BRAND. GRADE OF STEEL: Fe500 OR Fe550 (ISI APPROVED BRAND)
PANTRY GRANITE WORK: SUPPLY AND FIXING OF 25 MM AND 2'6" WIDTH GRANITE SLAB WITH FULL ROUND NOSING AT ONE EDGE OVER THE MASONRY WALL AND WITH COMPLETE CEMENT WORKS;
SS WASH SINK: SUPPLY AND FIXING OF SS SINK WITH DRAIN BOARD ( 3' X 1.5') WALL MIXER WITH NECESSARY ACCESSORIES, COMPLETE TURNKEY JOB.
OUTER WASTE PIPE: SUPPLY AND FIXING SOIL, WASTE & VENT. PROVIDING AND FIXING OF PVC AS PER IS-13592. TYPE 8 WITH SOLVENT WELD TYPE JOINTS TOGETHER UPVC(100/150MM) PIPES WITH NECESSARY REDUCER, IF REQUIRED, TOGETHER UPVC PIPE SPECIALS, VENT COWLS OF APPROVED MAKES. THE PIPES SHALL BE DULY FIXED AT SITE, WITH NECESSARY CUTTING AND JOINTING OF PIPE WITH APPROVED QUALITY JOINTING LUBRICANT. SUGGEST MAKES: ASHIRVAD / SUPREME
MIRRORS FOR WASH ROOMS: SUPPLY AND FIXING OF MIRRORS FOR WASH ROOMS WITH FIXING STEEL MOUNTED WALL BOLTS. MIRROR THICKNESS - MINIMUM 6 MM SUGGESTED MAKES: SAINT GOBAIN OR EQUIVALENT
ALUMINIUM DOORS: SUPPLY AND FIXING OF ALUMINIUM DOORS AND SUITABLE FRAMES WITH NEESSARY SNAP ON BEADING LOCKS, HANDLES TOWER BOLT, DOOR STOPPERS, RUBBER GASKET AND DOOR CLOSER, WITH NECESSARY SCREWS AND HARDWARE. COMPLETE TURN-KEY JOB. ALUMINIM THICKNESS - 2 MM PLAIN GLASS THICKNESS: 5 MM FROSTED GLASS THICKNESS - 5 MM. ALUMINIUM MAKE: JINDAL OR EQUIVALENT ISI MAKE
TOTAL
CRS AND COMPANY
Bidder Name
CRS AND COMPANY
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