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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Fee/PreQual/Technical/Finance STAR NAGAR BEVINJE THEKKIL FERRY PO KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671541 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.3 Cr+₹5.8 L (4.51%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.4 Cr+₹9.2 L (7.22%)Admitted-Fee/PreQual/Technical/Finance UMAIRA MANZIL KANNUR PO KASARAGOD | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹1.4 Cr+₹12.8 L (10.1%)Admitted-Fee/PreQual/Technical/Finance STAR NAGAR BEVIJA KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671541 | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹1.6 Cr+₹29.1 L (22.8%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHOUKATHALI K L4 | PRINCE K V L5 | MANZOOR KUNHAMOO L3 | CM ASHARAF L1 | MUHAMMAD NOWFAL N A L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF VCB CUM BRIDGE | ||||||||
| 1.00 | OD51694/2025-2026:RING BUND Type-I-Putting up ring bund as per approved shape 5m bottom width, 3m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | 22 | metre | 2,955.08 ₹65,011.76 | 3,298.06 ₹72,557.32 | 2,878.78 ₹63,333.16 | 2,720 ₹59,840 Lowest | 2,806.02 ₹61,732.44 |
| 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 | 359.36 ₹68,997.12 | 401.07 ₹77,005.44 | 350.08 ₹67,215.36 | 330 ₹63,360 Lowest | 341.23 ₹65,516.16 |
| 1.00 | 60.2.4:BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 20HP - Bailing out water with engine and pump set above 10HP and up to 20HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 168 | hour | 503.62 ₹84,608.16 | 562.04 ₹94,422.72 | 490.62 ₹82,424.16 | 460 ₹77,280 Lowest | 478.22 ₹80,340.96 |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 43.2 | cum | 1,223.37 ₹52,849.58 | 1,365.36 ₹58,983.55 | 1,191.78 ₹51,484.9 | 1,125 ₹48,600 Lowest | 1,161.66 ₹50,183.71 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 9.5 | cum | 2,889.87 ₹27,465.32 | 3,225.28 ₹30,653.06 | 2,815.25 ₹26,756.14 | 2,600 ₹24,710.4 Lowest | 2,744.1 ₹26,079.93 |
| 1.01 | 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 | 202.83 | cum | 202.76 ₹41,125 | 226.29 ₹45,897.5 | 197.52 ₹40,062.19 | 180 ₹36,508.68 Lowest | 192.53 ₹39,050.09 |
| 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) | 238.12 | cum | 7,268.93 ₹17,30,913.96 | 8,112.6 ₹19,31,812.88 | 7,081.26 ₹16,86,225.04 | 7,400 ₹17,62,125 | 6,902.27 ₹16,43,603.04 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 43.08 | sqm | 303.91 ₹13,092.44 | 339.19 ₹14,612.31 | 296.07 ₹12,754.7 | 280 ₹12,062.4 Lowest | 288.58 ₹12,432.03 |
| 1.01 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 250.98 | sqm | 793.75 ₹1,99,212.99 | 885.88 ₹2,22,335.5 | 773.26 ₹1,94,070.48 | 730 ₹1,83,213.21 Lowest | 753.71 ₹1,89,163.87 |
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
6 Nov 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer MI Division Kasaragod
Executive Engineer MI Division Kasaragod
KDP-Charthankal VCB cum Bridge-Reconstruction of VCB cum Bridge at Charthankal in Madikai Grama Panchayat-General Civil Work
2026_Irrig_883279_1
IRR/IA/TR/8353/2023_5_2_1/2
Open Tender
Civil Works - Others
Item Rate
545 days
Charthankal VCB in Madikai GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
9 Nov 2026
28 Oct 2026
9 Nov 2026
28 Oct 2026
6 Nov 2026
28 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF VCB CUM BRIDGE | |||||
| 1.001 | OD51694/2025-2026:RING BUND Type-I-Putting up ring bund as per approved shape 5m bottom width, 3m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | 22 | metre | - | - |
| 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 | 192 | hour | - | - |
| 1.003 | 60.2.4:BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 20HP - Bailing out water with engine and pump set above 10HP and up to 20HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 168 | hour | - | - |
| 1.004 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 43.2 | cum | - | - |
| 1.005 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 9.5 | cum | - | - |
| 1.006 | 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 | 202.83 | cum | - | - |
| 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) | 238.13 | cum | - | - |
| 1.008 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 43.08 | sqm | - | - |
| 1.009 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 250.98 | sqm | - | - |
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