Loading
Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically qualified |
| 2 | Accepted-Technical | Accepted-Technical Technically qualified |
| 3 | Accepted-Technical | Accepted-Technical Technically qualified |
| 4 | Accepted-Technical | Accepted-Technical Technically qualified |
| 5 | Accepted-Technical | Accepted-Technical Technically qualified |
Tender Value
₹29.7 L
EMD Value
₹59,380
Closing Date
8 Apr 2026, 3:00 pmClosed
AGM (Civil)
FCI RO Raipur (C.G.)
Construction of Car Parking Stand and Checkpost at FCI RO Kapa,Raipur
2026_FCI_903874_1
Engg./Civil/14/2025-26
Open Tender
Civil Works
Works
150 days
RO Raipur
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹59,380
28 Apr 2026
27 Mar 2026
9 Apr 2026
27 Mar 2026
8 Apr 2026
27 Mar 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | |||||
| 2Supply and stacking of moorum at site. | |||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4: 8(1 Cement : 4 coarse sand : graded stone aggregate 40 mm nominal size. | |||||
| 4Providing and laying 60mm thick faciory 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 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | |||||
| 5Steel work in built up tubular ( round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes | |||||
| 6Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | |||||
| 7Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : ridges same profile sheet (500-600mm), | |||||
| 8Extra for provindinfg and fixing wind ties of 40x 6 mm flat iron section. | |||||
| 9Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | |||||
| 10Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with ash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | |||||
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.89 MB
BOQ_950067.xls
BOQ • 0.33 MB
MTF.pdf
Tender Documents • 1.50 MB
2026_FCI_903874_1.pdf
PDF • 0.21 MB
Corrigendum.pdf
PDF • 0.21 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .