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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₹1.4 CrAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.5 Cr+₹8.4 L (6.06%)Admitted-Fee/PreQual/Technical/Finance KUMARAKOM VAIKOM | KOTTAYAM | KERALA | 686001 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.5 Cr+₹10.3 L (7.43%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹1.5 Cr+₹14.8 L (10.6%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹1.6 Cr+₹20.0 L (14.4%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Laby Baby L4 | SAJID K A L3 | Joji Joseph L2 | IRSHAD C.A L5 | M/s Issac and Son Ventures Pvt. Ltd. L1 | Albin Pious L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A - Construction of Checkdam | |||||||||
| 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 | 465.76 | cum | 257 ₹1,19,701.09 | 241.8 ₹1,12,621.49 | 238.82 ₹1,11,233.52 | 257 ₹1,19,701.09 | 225.17 ₹1,04,875.85 Lowest | 270 ₹1,25,756.01 |
| 1.00 | OD29557/2026-2027:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Hard Rock ( blasting prohibited) - Mechanical Means | 69.33 | cum | 600 ₹41,595 Lowest | 719.5 ₹49,879.34 | 710.43 ₹49,250.56 | 766 ₹53,102.95 | 669.82 ₹46,435.27 | 797 ₹55,252.03 |
| 1.00 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m 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. | 23.8 | metre | 1,736 ₹41,316.8 | 1,630.75 ₹38,811.85 | 1,609.9 ₹38,315.62 | 1,736 ₹41,316.8 | 1,517.87 ₹36,125.31 Lowest | 1,805 ₹42,959 |
| 1.00 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 184 | hour | 500 ₹92,000 | 484 ₹89,056 | 478 ₹87,952 | 516 ₹94,944 | 451.25 ₹83,030 Lowest | 536 ₹98,624 |
| 1.00 | 60.5.3:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete | 197 | each | 800 ₹1,57,600 Lowest | 877 ₹1,72,769 | 866.14 ₹1,70,629.58 | 934 ₹1,83,998 | 816.62 ₹1,60,874.14 | 971 ₹1,91,287 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 192.46 | sqm | 350 ₹67,359.6 | 362.3 ₹69,726.81 | 357.97 ₹68,893.47 | 386 ₹74,288.02 | 337.5 ₹64,953.9 Lowest | 401 ₹77,174.86 |
| 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. | 173.4 | sqm | 800 ₹1,38,723.2 | 788.3 ₹1,36,694.37 | 778.3 ₹1,34,960.33 | 839 ₹1,45,485.96 | 733.81 ₹1,27,245.59 Lowest | 872 ₹1,51,208.29 |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 360.44 | cum | 9,200 ₹33,16,011.2 | 9,165.2 ₹33,03,468.03 | 9,048 ₹32,61,224.93 | 9,760 ₹35,17,855.36 | 8,530.96 ₹30,74,865.1 Lowest | 10,150 ₹36,58,425.4 |
| 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) | 0.98 | cum | 9,000 ₹8,784 | 8,672 ₹8,463.87 | 8,561.74 ₹8,356.26 | 9,235 ₹9,013.36 | 8,072.24 ₹7,878.51 Lowest | 9,600 ₹9,369.6 |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
9 Nov 2026, 11:30 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer
O/o Superintending Engineer, MI Circle, Jalavijnana Bhavan, Ambalamukku, TVM
GENERAL-Construction of Checkdam cum Tractor bridge across Vazhoor Valiyathodu in ward no. 06 near Kollakombukadavu in Vazhoor GP in Kanjirappally LAC-Checkdam cum Tractor bridge - Vazhoor ValiyathoduGeneral Civil Work
2026_Irrig_883425_1
IRR/IA/TR/11/2026_5_1_1/1
Open Tender
Civil Works - Water Works
Item Rate
510 days
Kollakombukadavu
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,515
Yes
₹50,000
Yes
9 Nov 2026
29 Oct 2026
9 Nov 2026
29 Oct 2026
9 Nov 2026
29 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A - Construction of Checkdam | |||||
| 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 | 465.76 | cum | - | - |
| 1.002 | OD29557/2026-2027:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Hard Rock ( blasting prohibited) - Mechanical Means | 69.33 | cum | - | - |
| 1.003 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m 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. | 23.8 | metre | - | - |
| 1.004 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 184 | hour | - | - |
| 1.005 | 60.5.3:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete | 197 | each | - | - |
| 1.006 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 192.46 | sqm | - | - |
| 1.007 | 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. | 173.4 | sqm | - | - |
| 1.008 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 360.44 | cum | - | - |
| 1.009 | 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) | 0.98 | cum | - | - |
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