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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | L1 | Accepted-AOC lowest bidder | |
| 2 | L2₹5.9 L+₹7,862.10 (1.35%)Rejected-Finance 1003 SUB TREASURY DEVIKULAM | L2 | Rejected-Finance second lowest | |
| 3 | L3₹6.1 L+₹21,656.89 (3.71%)Rejected-Finance ARUNODAYAM H KAYANNA BAZAR PO 673525 | KOZHIKODE | KERALA | 673525 | L3 | Rejected-Finance lowest | |
| 4 | L4₹6.1 L+₹22,868.12 (3.92%)Rejected-Finance KERALA KL KERALA | L4 | Rejected-Finance third lowest |
| Sl No | Description | Qty | Unit | PRASHOB.P L1 | VK BALAN L4 | CHANDRAN.C.H L3 | RAJAN L2 |
|---|---|---|---|---|---|---|---|
| 1.00CANAL LINING | |||||||
| 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) | 11.84 | cum | 1,166.51 ₹13,816.14 | 1,212.17 ₹14,356.94 | 1,120 ₹13,265.28 Lowest | 1,182.19 ₹14,001.86 |
| 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 | 168.99 | cum | 193.32 ₹32,668.18 Lowest | 200.89 ₹33,947.4 | 200 ₹33,797 | 195.93 ₹33,109.23 |
| 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) | 17.17 | cum | 5,953.07 ₹1,02,226.12 Lowest | 6,186.24 ₹1,06,230.11 | 6,175 ₹1,06,037.1 | 6,033.23 ₹1,03,602.63 |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 202.23 | sqm | 630.06 ₹1,27,417.03 Lowest | 654.74 ₹1,32,408.07 | 657 ₹1,32,865.11 | 638.54 ₹1,29,131.94 |
| 1.00 | 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) | 36.13 | cum | 6,430.53 ₹2,32,367.2 Lowest | 6,682.4 ₹2,41,468.52 | 6,670 ₹2,41,020.45 | 6,517.11 ₹2,35,495.77 |
| 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) | 3.56 | cum | 6,930.94 ₹24,708.8 Lowest | 7,202.41 ₹25,676.59 | 7,187 ₹25,621.66 | 7,024.26 ₹25,041.49 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 45.16 | cum | 239 ₹10,794.2 Lowest | 248.34 ₹11,216.03 | 250 ₹11,291 | 242.22 ₹10,939.62 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 151.97 | sqm | 238.12 ₹36,185.91 Lowest | 247.44 ₹37,602.22 | 250 ₹37,991.25 | 241.33 ₹36,673.71 |
| 1.01 | 15.9.1: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 Lime Mortar | 2.02 | cum | 899 ₹1,812.38 | 933.7 ₹1,882.34 | 841.8 ₹1,697.07 Lowest | 910.63 ₹1,835.83 |
Tender Value
₹7.1 L
EMD Value
₹17,868
Closing Date
21 Aug 2025, 6:00 pmClosed
Assistant Executive Engineer KYIP O and M Sub Divi
o/oAssistant Executive Engineer KYIP O and M Sub Divi
GENERAL-KyIP ACP(PLAN) 2025-26 Rectification of cheruvannur muyipoth distributary canal between ch0 200 to 0 700km in Mepayyur Grama panchayath GeneralCivil Work
2025_Irrig_786811_1
RR/PI/TR/4156/2025_5_6_5/1
Open Tender
Civil Works - Canal
Item Rate
180 days
muyipoth
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,580
Yes
₹17,868
Yes
7 Oct 2025
14 Aug 2025
23 Aug 2025
14 Aug 2025
21 Aug 2025
14 Aug 2025
Amount
CANAL LINING
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)
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
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)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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)
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)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
15.9.1: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 Lime Mortar
60.7.4:DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
RAJAN (BID ID -2298447)
CHANDRAN.C.H (BID ID -2300728)
VK BALAN (BID ID -2299273)
Bidder Name
VK BALAN
RAJAN
PRASHOB.P
CHANDRAN.C.H
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