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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | ₹5.1 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹5.2 L+₹6,765.28 (1.33%)Rejected-AOC | ₹5.2 L+₹6,765.28 (1.33%) | L2 | Rejected-AOC Second lowest |
Tender Value
₹5.2 L
EMD Value
₹13,000
Closing Date
27 Jul 2026, 9:00 amClosed
Assistant Exe. Engineer RDSSD1
Office of Assistant Exe. Engineer RDSSD1 Vazhathope
IHEP Supply and Installation of Canopy Type Modular Car Parking Structure and Interlock Flooring Works for Parking of Official Vehicles at Research and Dam Safety Division Office Building, Vazhathope
2026_KSEB_858584_1
06/RDSSD1/IDK/2026-27
Open Tender
Civil Works - Others
Percentage
90 days
Research and Dam saftey Division no 2, Vazhathope
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,298
Yes
₹13,000
Yes
13 Aug 2026
13 Jul 2026
28 Jul 2026
13 Jul 2026
27 Jul 2026
13 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Labour Supply | |||||
| 1.1 | Design, supply, fabricate and complete the erection of Modular arch canopy truss less roofing sustem for the Dam safety Divsion office in Vazhathope.The roof size shall be of 45FTx17FT with 1.15 arch ratio, height of 8 feet including the providing PVC rain gutter at canopy end. The roofing material shall be of Aluzink profiled sheet with crimped deisgn 0.50mm thick & shall be provided with proper hanging system.The material shall be of make Jindal/JSW/equivalent with RMP coating type paint quality . The columns shall be of minimum ISMB 150x65 size. The supplier shall provide a warranty of 5 years against any manufacturing defect & design deficiency | - | SqM | - | - |
| 1.2 | Transportation charges of modular car parking | - | LS | - | - |
| 1.3 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | - | SqM | 1 | - |
| 1.4 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | - | M3 | - | - |
| 1.5 | Centering and shuttering including strutting, etc. and removal of form for:
Foundations, footings, bases of columns, etc for mass concrete | - | SqM | - | - |
| 1.6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (cement :1 coarse sand :1.5, graded stone aggregate 20 mm nominal size:3) | - | M3 | 1 | - |
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BOQ_1453721.xls
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GCC.pdf
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