Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC KADUMKEERIYIL SHOPPING COMPLEX THAMARASSERY KOZHIKODE 673573 | KOZHIKODE | KOZHIKODE | KERALA | 673573 | ₹1.6 Cr | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹1.9 Cr+₹27.0 L (16.6%)Rejected-AOC | ₹1.9 Cr+₹27.0 L (16.6%) | L2 | Rejected-AOC 2nd Lowest |
| 3 | Rejected-Technical CHIRAMEL HOUSE KILLIMANGALAM P O THRISSUR 670591 | THRISSUR | THRISSUR | KERALA | 670591 | - | - | Rejected-Technical As per Volume I, Section 1C, 4.1(a), the submitted documents are not satisfied as per technical evaluvation meeting dated 24.07.2026 |
Tender Value
₹1.8 Cr
EMD Value
₹50,000
Closing Date
29 Jun 2026, 3:00 pmClosed
Executive Engineer, Transmission Division,TSR
Office of the Executive Engineer, Transmission division,Vydyuthi Bhavanam, Kottapuram, P O Pootole,Thrissur, Pin 680004
Construction of New Control room for 33kV Substation and Electrical Section office Medical College,Thrissur
2026_KSEB_855806_1
04/2026-27/EE/TD/TSR dtd. 15.06.2026
Open Tender
Civil Works - Buildings
Percentage
180 days
Government Medical college compound
As described in the tender documents
7 documents required · 7 mandatory
₹5,900
₹50,000
O/o Executive Engineer, Transmission Division,TSR
8 Sept 2026
15 Jun 2026
1 Jul 2026
15 Jun 2026
29 Jun 2026
15 Jun 2026
15 Jun 2026 - 29 Jun 2026
23 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 | 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 | 522 | M3 | 359.72 | ₹1,87,773.84 |
| 2 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.
All kinds of soil | 415 | M3 | 131.02 | ₹54,373.3 |
| 3 | Earth 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
Ordinary rock | 105 | M3 | 517.87 | ₹54,376.35 |
| 4 | Providing 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 : 8 graded stone aggregate 40 nominal size) | 43 | M3 | 7,932.89 | ₹3,41,114.27 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 12.5 | M3 | 8,569.14 | ₹1,07,114.25 |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | 280 | M3 | 10,488.77 | ₹29,36,855.6 |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | 158 | M3 | 13,442.14 | ₹21,23,858.12 |
| 8 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) | 7 | M3 | 8,343.49 | ₹58,404.43 |
| 9 | 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. | 565 | M3 | 318.47 | ₹1,79,935.55 |
| 10 | Filling with contractor's own 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 as per direction of site Engineer-in-charge | 250 | M3 | 729.39 | ₹1,82,347.5 |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.83 MB
Vol2.pdf
Tender Documents • 0.26 MB
tenderdoc.pdf
Tender Documents • 0.85 MB
Drawing.pdf
Other Document • 0.31 MB
BOQ_1446698.xls
BOQ • 0.32 MB
Vol1.pdf
Tender Documents • 0.91 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 .