Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-Finance 42 I 63 PALAMATTATHIL SOUTH KALAMASSERY SANTHI NAGAR RAJAGIRI P O ERNAKULAM KERALA PIN 683104 | ERNAKULAM | ERNAKULAM | KERALA | 683104 | ₹18.2 L | L1 | Accepted-Finance L1 lowest quoted bid |
| 2 | L2₹21.1 LAccepted-Finance | ₹21.1 L | L2 | Accepted-Finance L2 |
| 3 | L3₹21.6 LAccepted-Finance | ₹21.6 L | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | JAYAKRISHNAN P R (J K ASSOCIATES) L3 | HARIDAS PANTHAPLACKAL MADHAVANPILLAI L2 | PRIMETECH ENGINEERING L1 |
|---|---|---|---|---|---|---|
| 1.00Side protection and walkway construction | ||||||
| 1.00 | 2.6.1: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 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 | 82.12 | cum | 280 ₹22,993.04 | 275 ₹22,582.45 | 241 ₹19,790.44 |
| 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 | 40.11 | cum | 4,350 ₹1.7 L | 4,300 ₹1.7 L | 3,728 ₹1.5 L |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 79.83 | cum | 10,100 ₹8.1 L | 10,000 ₹8.0 L | 8,626 ₹6.9 L |
| 1.00 | 4.1.6: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 (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 40.32 | cum | 9,200 ₹3.7 L | 9,100 ₹3.7 L | 7,776 ₹3.1 L |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 15.74 | sqm | 425 ₹6,689.50 | 410 ₹6,453.40 | 361 ₹5,682.14 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 209.6 | sqm | 925 ₹1.9 L | 900 ₹1.9 L | 784 ₹1.6 L |
| 1.01 | 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) | 23.32 | cum | 8,650 ₹2.0 L | 8,600 ₹2.0 L | 7,409 ₹1.7 L |
| 1.01 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes | 262.04 | kg | 275 ₹72,061 | 250 ₹65,510 | 211 ₹55,290.44 |
| 1.01 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 231 | sqm | 170 ₹39,270 | 150 ₹34,650 | 79 ₹18,249 |
Tender Value
₹19.5 L
EMD Value
₹48,695
Closing Date
2 Jun 2026, 5:00 pmClosed
Executive Engineer
O/O Executive Engineer Irrigation Division Kottayam
GENERAL Tourism project near Cheruvally checkdam and bridge Construction of walkway and side protection General Civil Work
2026_Irrig_852835_1
IRR/IA/TR/1419/2026_5_1_1/1
Open Tender
Civil Works - Others
270 days
Kanjirappally- Chirakkadavu panchayath
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹48,695
Yes
12 Jun 2026
25 May 2026
4 Jun 2026
25 May 2026
2 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Side protection and walkway construction | ||||||
| 1.001 | 2.6.1: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 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 | 0.2 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 4.1.6: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 (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes | - | kg | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1441059.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.06 MB
BOQ_1441059.xls
BOQ • 0.31 MB
NIT1419.pdf
Tender Documents • 0.04 MB
SBD1419.pdf
Tender Documents • 6.84 MB
Download all tender documents and submit your bid
