Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.9 LAccepted-AOC CHEMPANODA KATIKULAM ROAD PERAMBRA KOZHIKODE DISTRICT KERALA | KOZHIKODE | KERALA | 673525 | ₹33.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹37.1 L+₹3.3 L (9.62%)Rejected-AOC | ₹37.1 L+₹3.3 L (9.62%) | L2 | Rejected-AOC L2 |
| 3 | L3₹38.0 L+₹4.1 L (12.0%)Rejected-AOC | ₹38.0 L+₹4.1 L (12.0%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | RAJOYJOSEPH PJ L1 | JOBIN K CHERIYAN L2 | MADATHUMBHAGAM LABOUR CONTRACT CO-OPERATIVE SOCIETY L3 |
|---|---|---|---|---|---|---|
| 1.00Construction of Toilet Blok | ||||||
| 1.00 | 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 | 41.81 | cum | 281 ₹11,748.89 Lowest | 308.27 ₹12,889.08 | 300 ₹12,543.3 |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 2.55 | cum | 2,327 ₹5,926.87 Lowest | 2,542.82 ₹6,476.56 | 2,720 ₹6,927.84 |
| 1.00 | 4.1.8: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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 11.31 | cum | 6,222 ₹70,364.6 Lowest | 6,798.31 ₹76,882.09 | 7,150 ₹80,859.35 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 20.45 | cum | 3,132 ₹64,043.14 Lowest | 3,422.31 ₹69,979.39 | 3,600 ₹73,612.8 |
| 1.00 | 7.1.1: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) | 11.6 | cum | 6,544 ₹75,890.77 Lowest | 7,150.19 ₹82,920.75 | 7,500 ₹86,977.5 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 11.52 | sqm | 302 ₹3,479.04 Lowest | 330.93 ₹3,812.31 | 310 ₹3,571.2 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 25.68 | sqm | 790 ₹20,287.2 Lowest | 864.3 ₹22,195.22 | 880 ₹22,598.4 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 66.52 | sqm | 597 ₹39,713.63 Lowest | 653.77 ₹43,490.09 | 650 ₹43,239.3 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 8.64 | sqm | 801 ₹6,920.64 Lowest | 875.78 ₹7,566.74 | 890 ₹7,689.6 |
Tender Value
₹39.8 L
EMD Value
₹50,000
Closing Date
20 May 2026, 6:55 pmClosed
Executive Engineer
O/ O Executive Engineer KyIP Division Perambra
Construction of Toilet block at Kariyathumpara site
2026_Irrig_850574_1
IRR/PI/TR/5244/2024_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
548 days
Kariyathumpara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
27 Jun 2026
13 May 2026
22 May 2026
13 May 2026
20 May 2026
13 May 2026
13 May 2026 - 20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Toilet Blok | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | - | cum | - | - |
| 1.003 | 4.1.8: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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.004 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.005 | 7.1.1: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) | 1 | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.8 | sqm | - | - |
| 1.009 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1437221.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
BOQ_1437221.xls
BOQ • 0.36 MB
viewsbd.pdf
Tender Documents • 2.96 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 .