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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₹47.3 LAccepted-AOC | L1 | Accepted-AOC Being L1 bidder | |
| 2 | L2₹50.1 L+₹2.9 L (6.11%)Rejected-AOC | L2 | Rejected-AOC Being L2 bidder | |
| 3 | L3₹50.3 L+₹3.0 L (6.42%)Rejected-AOC | L3 | Rejected-AOC Being L3 bidder | |
| 4 | L4₹53.1 L+₹5.8 L (12.3%)Rejected-AOC VGRA 28 GOKULAM VATTAVILA LANE ATTINGAL 691501 THIRUVANANTHAPURAM | KOLLAM | KERALA | 691501 | L4 | Rejected-AOC Being L4 bidder | |
| 5 | L5₹57.2 L+₹9.9 L (21.0%)Rejected-AOC | L5 | Rejected-AOC Being L5 bidder |
| Sl No | Description | Qty | Unit | KUNNATH CONSTRUCTIONS L1 | KRISHNAN KUTTY S L2 | TRIVANDRUM CONSTRUCTIONS L4 | ADARSH ASOK L5 | SYAM SANKER L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Flume Drainage | ||||||||
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 11 | cum | 2,362.03 ₹25,982.33 Lowest | 2,505 ₹27,555 | 2,600 ₹28,600 | 2,858.34 ₹31,441.74 | 2,598.49 ₹28,583.39 |
| 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 | 80 | hour | 423.31 ₹33,864.8 Lowest | 449 ₹35,920 | 500 ₹40,000 | 512.26 ₹40,980.8 | 465.69 ₹37,255.2 |
| 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. | 18 | metre | 1,311.42 ₹23,605.56 Lowest | 1,391 ₹25,038 | 1,440 ₹25,920 | 1,586.98 ₹28,565.64 | 1,442.71 ₹25,968.78 |
| 1.00 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 50 | sqm | 154.86 ₹7,743 Lowest | 164 ₹8,200 | 180 ₹9,000 | 187.4 ₹9,370 | 170.36 ₹8,518 |
| 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 | 323.25 | cum | 239.39 ₹77,382.82 Lowest | 254 ₹82,105.5 | 270 ₹87,277.5 | 289.69 ₹93,642.29 | 263.35 ₹85,127.89 |
| 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. | 152.38 | cum | 2,757.12 ₹4,20,116.16 Lowest | 2,924 ₹4,45,544.5 | 3,300 ₹5,02,837.5 | 3,336.44 ₹5,08,390.05 | 3,033.13 ₹4,62,173.18 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 10 | sqm | 358.82 ₹3,588.2 Lowest | 381 ₹3,810 | 400 ₹4,000 | 434.21 ₹4,342.1 | 394.34 ₹3,943.4 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: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) | 26.5 | cum | 7,962.44 ₹2,11,004.66 Lowest | 8,444 ₹2,23,766 | 9,000 ₹2,38,500 | 9,635.52 ₹2,55,341.28 | 8,759.56 ₹2,32,128.34 |
| 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 | 10 | sqm | 358.82 ₹3,588.2 Lowest | 381 ₹3,810 | 400 ₹4,000 | 434.21 ₹4,342.1 | 394.74 ₹3,947.4 |
Tender Value
₹52.0 L
EMD Value
₹50,000
Closing Date
24 Sept 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer Inland Navigation Division Kollam
DEPOSIT-Deposit-Construction of Road and drain at Cherukunnam thoduva panthukalam chaluvila in Varkala Muncipality-General Civil Work
2026_Irrig_866354_2
IRR/KP/TR/1666/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
Panthukalam chaluvila in Varkala Muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
6 Nov 2026
17 Sept 2026
28 Sept 2026
17 Sept 2026
24 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Flume Drainage | |||||
| 1.001 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 11 | cum | - | - |
| 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 | 80 | hour | - | - |
| 1.003 | 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. | 18 | metre | - | - |
| 1.004 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 50 | sqm | - | - |
| 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 | 323.25 | cum | - | - |
| 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. | 152.38 | cum | - | - |
| 1.007 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 10 | sqm | - | - |
| 1.008 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: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) | 26.5 | cum | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 10 | sqm | - | - |
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