Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹36.4 LAccepted-AOC 9 463 SANA MANZIL PUNNAPRA PO ALAPPUZHA 688004 | ALAPPUZHA | ALAPPUZHA | KERALA | 688004 | ₹36.4 L | 1 | Accepted-AOC lowest bidder |
| 2 | 2₹40.7 L+₹4.3 L (11.9%)Rejected-Finance | ₹40.7 L+₹4.3 L (11.9%) | 2 | Rejected-Finance NOT THE LOWEST BIDDER |
| 3 | 3₹43.6 L+₹7.2 L (19.9%)Rejected-Finance | ₹43.6 L+₹7.2 L (19.9%) | 3 | Rejected-Finance NOT THE LOWEST BIDDER |
| 4 | 4₹44.1 L+₹7.7 L (21.1%)Rejected-Finance | ₹44.1 L+₹7.7 L (21.1%) | 4 | Rejected-Finance NOT THE LOWEST BIDDER |
| Sl No | Description | Qty | Unit | HARIFUDEEN L1 | HARIS KA L3 | ABDUL RAZIK L4 | Anoop Anand L2 |
|---|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF AUDITORIUM civil works | |||||||
| 1.01 | 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. | 23.64 | Cu mtr | 7,564.8 ₹8,926.46 Lowest | 8,486.76 ₹10,014.37 | - | 8,486.76 ₹10,014.38 |
| 1.02 | 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 40 mm nominal size) | 19.59 | Cu mtr | 1,46,925 ₹1,73,371.5 Lowest | 1,63,850.76 ₹1,93,343.89 | 1,63,850.76 ₹1,93,343.9 | 1,66,515 ₹1,96,487.7 |
| 1.03 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete. | 26.1 | Cu mtr | 1,95,750 ₹2,30,985 | 2,14,724.7 ₹2,53,375.14 | 2,14,724.7 ₹2,53,375.15 | 1,82,700 ₹2,15,586 Lowest |
| 1.04 | 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 | 2.53 | Cu mtr. | 22,779 ₹26,881.2 Lowest | 26,545.13 ₹31,323.25 | 26,545.13 ₹31,323.25 | 24,044.5 ₹28,372.51 |
| 1.05 | 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 | 64.3 | Cu Mtr | 41,795 ₹49,318.1 Lowest | 46,874.7 ₹55,312.14 | 46,874.7 ₹55,312.15 | 51,440 ₹60,699.2 |
| 1.06 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 14.92 | Cu Mtr | 1,11,900 ₹1,32,042 Lowest | 1,22,746.84 ₹1,44,841.27 | 1,22,746.84 ₹1,44,841.27 | 1,11,900 ₹1,32,042 Lowest |
| 1.07 | Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | 2.36 | Cu Mtr | 21,240 ₹25,063.2 | 24,076.72 ₹28,410.52 | 24,076.72 ₹28,410.53 | 19,352 ₹22,835.36 Lowest |
| 1.08 | Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers | 10.41 | Sq mtr | 7,182.9 ₹8,475.82 Lowest | 7,932.42 ₹9,360.25 | 7,932.42 ₹9,360.26 | 7,932.42 ₹9,360.26 |
| 1.09 | 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). | 0.7 | Cu Mtr | 7,000 ₹8,260 Lowest | 9,409.4 ₹11,103.09 | 9,409.4 ₹11,103.09 | 7,000 ₹8,260 Lowest |
Tender Value
₹44.5 L
EMD Value
₹44,470
Closing Date
17 Oct 2025, 9:00 amClosed
MANAGING DIRECTOR
FOAM MATTINGS INDIA LTD PB NO 46 19 BEACH ROAD ALAPPUZHA
NOTICE INVITING E-TENDER FOR THE CONSTRUCTION OF SHOWROOM CUM AUDITORIUM (2ND PHASE) AT FOAM MATTINGS (INDIA) LTD ALAPPUZHA
2025_FMIL_807891_1
FOMIL/PROJ/AUDITORIUM/2025
Open Tender
Civil Works - Buildings
Item Wise
180 days
ALAPPUZHA
AS PER TENDER DOCUMENT
2 documents required · 2 mandatory
₹10,495
Yes
₹44,470
Yes
14 May 2026
10 Oct 2025
18 Oct 2025
10 Oct 2025
17 Oct 2025
10 Oct 2025
10 Oct 2025 - 17 Oct 2025
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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.42 MB
BOQ_1346702.xls
BOQ • 0.46 MB
tenderDOCsrcumsudi.pdf
Tender Documents • 0.41 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 .