Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.2 LAccepted-AOC VI 574 A KIZHAKKAMBALAM VENGOLA P O ERANAKULAM 683 556 | ERANAKULAM | ERANAKULAM | KERALA | 683556 | ₹6.2 L | 1 | Accepted-AOC Lowest bidder |
| 2 | 2₹6.9 L+₹72,296.62 (11.7%)Rejected-Finance THIYYALI MARAKKARAKATH HOUSE PATTERKADAVU PO MALAPPURAM | MALAPPURAM | MALAPPURAM | KERALA | ₹6.9 L+₹72,296.62 (11.7%) | 2 | Rejected-Finance L2 |
| 3 | 3₹7.4 L+₹1.2 L (19.0%)Rejected-Finance | ₹7.4 L+₹1.2 L (19.0%) | 3 | Rejected-Finance L3 |
Tender Value
₹7.5 L
EMD Value
₹19,000
Closing Date
8 Jun 2026, 3:30 pmClosed
Executive Engineer
Electrical Division, Mini Vydyuthi Bhavanam Ponnani
Providing Sheet roof for store area at Mini Vydyuthi Bhavanam Ponnani under Electrical Circle Tirur, Malappuram District.
2026_KSEB_849974_1
EE/ED/PNI/1/2026-27
Open Tender
Civil Works - Others
Supply and Service
45 days
Mini Vydyuthi Bhavanam Ponnani
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,888
Yes
₹19,000
Yes
28 Jul 2026
25 May 2026
10 Jun 2026
25 May 2026
8 Jun 2026
25 May 2026
25 May 2026 - 4 Jun 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 |
|---|---|---|---|---|---|
| 1 | DSR_10.16.2 - 10.16.2 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of
approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes (cost index(c) : 1.3268 included in rate) | - | Kg | 0.2 | - |
| 2 | DSR_12.50 : Providing 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 the Engineer -in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) 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. (Cost index (c):1.3268 included in Rate) | - | Sq.m | 0.6 | - |
| 3 | DSR_13.61.1 : Painting with Synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats one new work (cost index © : 1.3268 included in Rate | - | Sq.m | 0.2 | - |
| 4 | 2.8.1 : 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 (cost index(c) : 1.3268 included in Rate) | - | m3 | - | - |
| 5 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (cost index(c) : 1.3268 included in Rate) | - | m3 | 0.2 | - |
| 6 | 5.22.6 : Steel reinforcement for R.C.C work including
straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more (cost index(c) : 1.3268 included in Rate) | - | Kg | - | - |
| 7 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete (cost index(c) : 1.3268 included in Rate) | - | m2 | 0.2 | - |
| 8 | 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by
ramming and watering, lead up to 50 m and lift up to 1.5 m. (cost index(c) : 1.3268 included in Rate) | - | m3 | 0.4 | - |
| 9 | 10.19 : Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. (cost index(c) : 1.3268 included in Rate) | - | Kg | 0.2 | - |
| 10 | 10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting,
hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (cost index(c) : 1.3268 included in Rate) | - | Kg | 0.4 | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1436231.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.05 MB
Tendernotice_2.pdf
PDF • 0.38 MB
BOQ_1436231.xls
BOQ • 0.31 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 .