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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 LAccepted-Finance | ₹11.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹11.4 LAccepted-Finance | ₹11.4 L | L2 | Accepted-Finance L2 |
| 3 | L3₹11.8 LAccepted-Finance | ₹11.8 L | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | T J Antony L2 | P. ALAVI L1 | SIJO M P L3 |
|---|---|---|---|---|---|---|
| 1.00Reconstruction of Canal | ||||||
| 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) | 0.33 | cum | 1,215.77 ₹401.20 | 1,189.66 ₹392.59 | 1,262 ₹416.46 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.18 | cum | 1,968.57 ₹362.22 | 1,926.29 ₹354.44 | 2,044 ₹376.10 |
| 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 | 61.29 | cum | 201.5 ₹12,349.94 | 197.17 ₹12,084.55 | 209 ₹12,809.61 |
| 1.00 | 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. | 61.29 | cum | 2,320.74 ₹1.4 L | 2,270.89 ₹1.4 L | 2,409 ₹1.5 L |
| 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) | 40.86 | cum | 6,204.58 ₹2.5 L | 6,071.3 ₹2.5 L | 6,441 ₹2.6 L |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 454 | sqm | 302.02 ₹1.4 L | 295.54 ₹1.3 L | 313 ₹1.4 L |
| 1.01 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 56.18 | cum | 8,673.69 ₹4.9 L | 8,487.39 ₹4.8 L | 9,004 ₹5.1 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) | 5.67 | cum | 7,223.76 ₹40,994.84 | 7,068.6 ₹40,114.31 | 7,499 ₹42,556.83 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 249.7 | sqm | 248.18 ₹61,970.55 | 242.85 ₹60,639.65 | 258 ₹64,422.60 |
Tender Value
Refer Docs
EMD Value
₹33,898
Closing Date
22 Jun 2026, 6:00 pmClosed
Executive Engineer, Minor Irrigation
OFFICE OF THE EXECUTIVE ENGINEER MI DIVISION SULTH
GENERAL Repairs to MI Structure Reconstruction of damaged portion of canal at Alathur Check dam in Mullenkolly Panchayath General Civil Work
2026_Irrig_855874_1
IRR/IA/TR/7254/2025_5_1_1/1
Open Tender
Civil Works - Canal
Alathur sasimala
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹33,898
Yes
25 Jun 2026
15 Jun 2026
24 Jun 2026
15 Jun 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Reconstruction of Canal | ||||||
| 1.001 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 1 | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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