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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹26.5 LAdmitted-Finance | +9.00% | ₹26.5 L | L1 | Admitted-Finance |
| 2 | L2₹28.6 LAdmitted-Finance 165 SAI SHRADDHA ALIBAG REWAS ROAD RAJMALA BAMNOLI RAIGAD MAHARASHTRA 402207 UDYAM MH 27 0026005 27AODPK7824D1Z1 B R MSME STATUS AS VERIFIED | RAIGAD | MAHARASHTRA | 402207 | +18.00% | ₹28.6 L | L2 | Admitted-Finance |
| 3 | L3₹30.3 LAdmitted-Finance | +25.00% | ₹30.3 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Techno-commercially disqualified. |
Tender Value
Refer Docs
EMD Value
₹35,000
Closing Date
1 Dec 2025, 10:30 amClosed
DGM (Contract Cell)
Contract Cell Dept., Admin. Bldg., RCF Thal Factory, Alibag, Raigad - 402208
CONTRACT FOR RENOVATION OF ENTRANCE GATES AND ALLIED WORKS AT RCF TOWNSHIPS AT RCF THAL
2025_RCFL_880367_2
TH/CC/86288/25/D24-09(III)/313
Open Tender
Civil Works
548 days
RCF Thal, Alibag
Please refer Tender documents.
16 documents required · 16 mandatory
₹0
₹35,000
Yes
3 Apr 2026
15 Nov 2025
1 Dec 2025
15 Nov 2025
1 Dec 2025
15 Nov 2025
EXCAVATION BY MECHANICAL MEANS FOR FOUNDATION IN EARTH,SOIL OF ALL TYPES,SAND, GRAVEL AND SOFT MURUM, INCLUDING REMOVING THE EXCAVATED MATERIAL UP TO A DISTANCE OF 50M BEYOND THE BUILDING AREA AND STACKING AND SPREADING AS DIRECTED, DEWATERING, PREPARING THE BED FOR THE FOUNDATION AND NECESSARY BACKFILLING, RAMMING, WATERING INCLUDING SHORING AND STRUTTING ETC. COMPLETE. (LIFT UPTO 0.00 TO 1.50 M).
EXCAVATION BY MANUAL MEANS FOR FOUNDATION IN EARTH,SOIL OF ALL TYPES,SAND, GRAVEL AND SOFT MURUM, INCLUDING REMOVING THE EXCAVATED MATERIAL UP TO A DISTANCE OF 50M BEYOND THE BUILDING AREA AND STACKING AND SPREADING AS DIRECTED, DEWATERING, PREPARING THE BED FOR THE FOUNDATION AND NECESSARY BACKFILLING, RAMMING, WATERING INCLUDING SHORING AND STRUTTING ETC. COMPLETE. (LIFT UPTO 0.00 TO 1.50 M).
PROVIDING DRY/ TRAP/ GRANITE/ QUARTZITE/ GNEISS RUBBLE STONE SOLING REQUIRED THICKNESS INCLUDING HAND PACKING AND COMPACTING ETC. COMPLETE.P ETC COMPLETE AS DIRECTED BY ENGINEER IN CHARGE.COMPLETE AS DIRECTED.
PROVIDING AND LAYING PLAIN CEMENT CONCRETE (1 CEMENT: 3 FINE AGGREGATE :6 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE), MANUAL / MACHINE MIXED IN FOUNDATIONS, PLINTH, UNDER FLOORS AS PER EIC ETC., INCLUDING ALL NECESSARY COST OF CENTERING AND SHUTTERING, ROUGHENEING / FINISHING AS REQUIRED, FINISHING UNEBEN AND HONEYCOMBED SURFACES WITH CEMENT MORTAR 1:3 PLASTER & CURING ETC. COMPLETE. (MINIMUM CEMENT CONTENT SHALL NOT BE LESS THAN 320 KG/CUM.)
PROVIDING EXTERNAL SAND FACED CEMENT PLASTER IN CEMENT SAND MORTAR 1:4 (1CEMENT:4 SAND) USING PACKED BAG SAND IN TWO LAYERS INCLUDING PROVIDING BASE COAT OF 12 TO 15 MM THICK MIXING APPROVED WATER PROOFING COMPOUND TO THE FIRST COAT OF PLASTER AND KEEPING BASE COAT ROUGH TO RECEIVE SAND FACED TREATMENT OF 6 TO 8 MM THICK INCLUDING SCAFFOLDING,CURING ETC. COMPLETE.
PROVIDING AND LAYING IN SITU CEMENT CONCRETE OF GRADE M-25 OF TRAP/ GRANITE /QUARTZITE/ GNEISS METAL (USING 20 MM NOMINAL GAUGE GRADED STONE AGGREGATE) FOR R.C.C. WORK IN FOUNDATIONS LIKE RAFT, STRIP FOUNDATIONS, GRADE SLAB, GRILLAGE AND STEEL STANCHIONS ETC. INCLUDING MAKING ARRANGEMENT FOR BAILING OUT OF ANY SEEPAGE WATER UNDERNEATH, DEWATERING, FORMWORK, COVER BLOCKS, COMPACTION AND CURING (EXCLUDING REINFORCEMENT AND STRUCTURAL STEEL) COMPLETE INCLUDING CENTERING, SHUTTERING, FAIR FINISH ETC. COMPLETE IN ALL RESPECTS AS PER DIRECTION OF ENGINEER-IN-CHARGE. (MINIMUM CEMENT CONTENT SHALL NOT BE LESS THAN 410 KG/CUM.)
PROVIDING AND FIXING STEEL BAR REINFORCEMENT (TMT FE 500 ISI MARKED STEEL) OF VARIOUS DIAMETERS (CONFORMING TO IS CODE) FOR R.C.C. FOOTINGS, FOUNDATIONS, SLABS, BEAMS, COLUMNS, STAIRCASE, NEWELS, CHAJJAS, LINTELS, PARDIS, COPINGS, ARCHES ETC. AS PER DETAILED DESIGNS, DRAWINGS AND SCHEDULES INCLUDING CUTTING, BENDING, HOOKING THE BARS BINDING WITH WIRES, COVER BLOCK SUPPORTING, TACK WELDING AS REQUIRED ETC. COMPLETE. NO EXTRA PAYMENT SHALL BE MADE FOR 18 SWG ANNEALED BINDING WIRES, CHAIRS.
PROVIDING STRUCTURAL STEEL WORK IN HOLLOW SECTION OF VARIOUS THICKNESS AND SIZES IN SQUARE, RECTANULAR AND ROUND SHAPE FROM 25MM TO 450MM SECTION AS PER IS 4923 YST 310 GRADE PRODUCED FROM IRON ORE AND BLAST FURNACE ROUTE ETC. AS PER DETAILED DESIGNS AND DRAWING OR AS DIRECTED INCLUDING CUTTING, FABRICATING, HOISTING, ERECTING, FIXING IN POSITION, MAKING RIVETED/BOLTED/ WELDED CONNECTIONS AND EPOXY PAINTING COMPLETE.
PROVIDING AND FABRICATING STRUCTURAL STEEL WORK IN ROLLED SECTIONS LIKE JOISTS, CHANNELS, ANGLES, TEES ETC. AS PER DETAILED DESIGN AND DRAWINGS OR AS DIRECTED INCLUDING CUTTING, FABRICATING, HOISTING, ERECTING, FIXING IN POSITION MAKING RIVETED / BOLTED /WELDED CONNECTIONS WITHOUT CONNECTING PLATES, BRACES ETC. AND INCLUDING ONE COAT OF ANTICORROSIVE PAINT AND OVER EPOXY PAINTING OF APPROVED QUALITY ETC. COMPLETE.
PROVIDING, AND FIXING ALUMINIUM COMPOSITE PANEL 3MM THICK WITH SHEET OF APPROVED QUALITY AND MAKE (VIVA OR EURO BOND OR EQUIVALENT MAKE) IN PLAIN CLEAR OR ANY APPROVED COLOUR WITH HEAVY SECTIONAL ALUMINUM FRAME WORK AND CLADDING COMPOSITE WITH SILICON INCLUDING PROVIDING SCAFFOLDING AND INSTALATION IN PROPER LINE AND LEVEL COMPLETE AS DIRECTED BY ENGINEER IN CHARGE.
PROVIDING AND FIXING IN POSITION 0.50MM THICK DECORATIVE PATTERN GALVALUME SHEETS, RIDGES, CORNERS, BOUNDRY GUTTERS ETC. OF APPROVED COLOUR & DESIGN OF APPROVED MAKE FOR ROOFING/CLADDING (550 MPA & AZ120 COATING) INCLUDING NECESSAARY FITTINGS, FASTNINGS & PACKINGS FOR SLOPE TO DRAIN AS PER MANUFACTURER'S SPECIFICATIONS AT ALL HEIGHTS. COMLETE AS DIRCTED BY ENGINEER IN CHARGE.
PROVIDING AND FIXING IN POSITION 0.50MM THICK CORRUGATED GALVALUME SHEETS, PLANE RIDGES, PLANE CORNERS, PLANE BOUNDRY GUTTERS ETC. OF APPROVED COLOUR & DESIGN OF APPROVED MAKE FOR ROOFING/CLADDING (550 MPA & AZ120 COATING) INCLUDING NECESSAARY FITTINGS, FASTNINGS & PACKINGS FOR SLOPE TO DRAIN AS PER MANUFACTURER'S SPECIFICATIONS AT ALL HEIGHTS. COMLETE AS DIRCTED BY ENGINEER IN CHARGE.
PERPERATION AND SUBMISSION OF ALL SHEDS DRAWING FOR CONSTRUCTION INCLUDING FABRICATION DRAWINGS AND RCC PEDESTAL DESIGN, FOUNDATION BOLTS, GROUTING DETAILS SIZE OF STRCTURAL STEEL MEMBERS, QUANTITY ESTIMATION OF RCC PEDESTALS, REINFORCEMENT BOLTS, GROUTING, STRUCTURAL STEEL SECTIONS, SHEETING AND ANY OTHER AS PER APPROVED BY EIC AS PER RELEVANT IS STANDARDS & SUBMISSION OF DESIGN CALCULATIONS AND CHECKING DESIGN ADEQUACY AND IN CONSULATATION WITH RCF. SUBMISSION OF STABILITY CERTIFICATION OF THE SHED, AS PER RCF PROFORMA AND SUBMISSION OF AS BUILD DRAWINGS AFTER COMPLETION OF CONSTRUCTION.
PROVIDING AND FIXING ONLY MISC. MATERIALS NOT COVERED IN THE SCHEDULE OF RATES MENTIONED ABOVE INCLUDING, FIXING AS DIRECTED BY EIC, STORAGE, TRANSPORTING, LOADING, UNLOADING AT SITE ETC. COMPLETE AS DIRECTED EIC AS PER REQUITREMENT OF JOB .(PAYMENT SHALL BE MADE ON BASIS OF ACTUAL COST OF MATERIAL PER GST-CASH MEMO/ RECEIPT-GST). 15% EXTRA PAYABLE TO THE CONTRACTOR TO COVER PROFIT AND OVERHEAD.
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