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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 LAccepted-Finance | ₹28.8 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹29.4 LAccepted-Finance | ₹29.4 L | L2 | Accepted-Finance Accepted |
| 3 | L3₹30.2 LAccepted-Finance TENDER DOCUMENTS DO NOT CONTAIN THE FULL ADDRESS FOR THIS PRIVATE COMPANY | ₹30.2 L | L3 | Accepted-Finance Accepted |
| 4 | Rejected-Technical ORUMBIKUNNIL THURUTHICADU P O MALLAPPALLY PATHANAMTHITTA 689597 | MALLAPPALLY | PATHANAMTHITTA | KERALA | 689597 | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | Rinju P James L1 | SABU K.S. L5 | O.M MATHEW L4 | MURALEEDHARAN M R L2 | G.SASIDHARAKURUP L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00VCB and Ramp | ||||||||
| 1.00 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 9 | metre | 1,180 ₹10,620 | 1,481.9 ₹13,337.10 | 1,400 ₹12,600 | 1,169.92 ₹10,529.28 | 1,205 ₹10,845 |
| 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 | 192 | hour | 385 ₹73,920 | 476.34 ₹91,457.28 | 419 ₹80,448 | 376.06 ₹72,203.52 | 387 ₹74,304 |
| 1.00 | 60.2.7:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible | 9 | Day | 900 ₹8,100 | 1,130.88 ₹10,177.92 | 1,000 ₹9,000 | 892.8 ₹8,035.20 | 919 ₹8,271 |
| 1.00 | 50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. | 15 | each | 315 ₹4,725 | 394.64 ₹5,919.60 | 350 ₹5,250 | 311.56 ₹4,673.40 | 321 ₹4,815 |
| 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 | 488.54 | cum | 215 ₹1.1 L | 269.22 ₹1.3 L | 249 ₹1.2 L | 212.54 ₹1.0 L | 218.99 ₹1.1 L |
| 1.01 | 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. | 50.54 | cum | 2,460 ₹1.2 L | 3,100.71 ₹1.6 L | 2,799 ₹1.4 L | 2,447.93 ₹1.2 L | 2,521.95 ₹1.3 L |
| 1.01 | 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) | 0.11 | cum | 7,250 ₹768.50 | 9,651.59 ₹1,023.07 | 9,000 ₹954 | 7,619.68 ₹807.69 | 7,850.6 ₹832.16 |
| 1.01 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 16.24 | cum | 640 ₹10,393.60 | 791.61 ₹12,855.75 | 750 ₹12,180 | 624.95 ₹10,149.19 | 643.88 ₹10,456.61 |
| 1.01 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 11.37 | cum | 1,450 ₹16,483.60 | 1,793.09 ₹20,383.85 | 1,599 ₹18,177.43 | 1,415.6 ₹16,092.54 | 1,458.6 ₹16,581.36 |
Tender Value
₹35.6 L
EMD Value
₹50,000
Closing Date
22 May 2026, 11:00 amClosed
Executive Engineer
O/o Office of the Executive Engineer, Minor Irrigation Division Pathanamthitta
GENERAL Punnon padasekharam- Improvements to Punnon padasekharam by constructing VCB and allied works in Valiyathodu in Naaranganam West of Aranmula Constituency General Civil Work
2026_Irrig_850879_1
IRR/IA/TR/7284/2024_5_1_1/1
Open Tender
Civil Works - Others
365 days
kuruthar
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
2 Jun 2026
14 May 2026
23 May 2026
14 May 2026
22 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1VCB and Ramp | ||||||
| 1.001 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | - | metre | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 60.2.7:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible | - | Day | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. | - | each | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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. | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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