Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC 16061872 RAMAKRISHNAN M K 1606 SUB TREASURY PERAMBRA | ₹13.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹13.6 LRejected-AOC KERALA KL KERALA | ₹13.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹14.4 LRejected-AOC | ₹14.4 L | L3 | Rejected-AOC L3 |
| 4 | L4₹14.9 LRejected-AOC | ₹14.9 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | BINOY LUKOSE L1 | VK BALAN L2 | JOBIN K CHERIYAN L3 | MADATHUMBHAGAM LABOUR CONTRACT CO-OPERATIVE SOCIETY L4 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of entrance plaza and ticket counter | |||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 144 | sqm | 6 ₹864 | 7.53 ₹1,084.32 | 7.98 ₹1,149.12 | 8 ₹1,152 |
| 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 | 43.94 | cum | 281 ₹12,346.3 | 292.08 ₹12,833.12 | 309.59 ₹13,602.46 | 300 ₹13,181.1 |
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 40 | hour | 357 ₹14,280 | 371 ₹14,840 | 393.25 ₹15,730 | 400 ₹16,000 |
| 1.00 | OD34982/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade(copy from spec 51.2.3.) | 11.86 | cum | 773 ₹9,167.01 | 801.29 ₹9,502.5 | 849.33 ₹10,072.2 | 900 ₹10,673.1 |
| 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) | 4.74 | cum | 6,222 ₹29,517.17 | 6,441.27 ₹30,557.38 | 6,827.46 ₹32,389.47 | 7,250 ₹34,394 |
| 1.01 | 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 | 66.22 | cum | 3,132 ₹2,07,413.57 | 3,242.57 ₹2,14,735.96 | 3,436.98 ₹2,27,610.56 | 3,660 ₹2,42,379.84 |
| 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 | 28.62 | sqm | 302 ₹8,643.24 | 313.54 ₹8,973.51 | 332.34 ₹9,511.57 | 340 ₹9,730.8 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 23.64 | sqm | 790 ₹18,675.6 | 818.91 ₹19,359.03 | 868.01 ₹20,519.76 | 870 ₹20,566.8 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 67.1 | sqm | 597 ₹40,058.7 | 619.43 ₹41,563.75 | 656.57 ₹44,055.85 | 600 ₹40,260 |
Tender Value
₹15.4 L
EMD Value
₹38,521
Closing Date
20 May 2026, 6:55 pmClosed
Executive Engineer
O/O Executive Engineer KyIP Division Perambra
Construction of entrance plaza and ticket counter at kariyathanpara
2026_Irrig_850494_1
IRR/PI/TR/5697/2025_5_5_4/1
Open Tender
Civil Works - Buildings
180 days
Kariyathumpara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹38,521
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 entrance plaza and ticket counter | |||||
| 1.001 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
| 1.004 | OD34982/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade(copy from spec 51.2.3.) | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | 0.6 | cum | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1437099.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
sbd.pdf
Tender Documents • 2.12 MB
BOQ_1437099.xls
BOQ • 0.33 MB
Download all tender documents and submit your bid