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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC KERALA KL KERALA | ₹5.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.1 LRejected-AOC BALUSSERY GRAMA PANCHAYATH | ₹5.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹5.3 LRejected-AOC KANNADIKKUZHI HOUSE RAMANATTUKARA VAZHAYUR EAST PO | ₹5.3 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | VK BALAN L1 | HAREESH KUMAR V K L3 | SUMESH L2 |
|---|---|---|---|---|---|---|
| 1.00Concrete Road | ||||||
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 97.46 | cum | 42.54 ₹4,146.03 | 40 ₹3,898.48 | 42 ₹4,093.40 |
| 1.00 | OD31187/2025-2026:Construction of road wayt with quarry muck compacted to meet requirement of table 300-2. | 38.98 | cum | 824.48 ₹32,142.35 | 900 ₹35,086.50 | 830 ₹32,357.55 |
| 1.00 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | 58.48 | cum | 7,147.42 ₹4.2 L | 7,500 ₹4.4 L | 7,198 ₹4.2 L |
| 2.00Gaurd stone ,Name board | ||||||
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 3.14 | cum | 285.44 ₹895.14 | 300 ₹940.80 | 287 ₹900.03 |
| 2.00 | 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) | 2.55 | cum | 6,294.81 ₹16,039.18 | 6,100 ₹15,542.80 | 6,344 ₹16,164.51 |
| 2.00 | 5.12:Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) | 1.76 | cum | 9,625.75 ₹16,979.82 | 8,500 ₹14,994 | 9,694 ₹17,100.22 |
| 2.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 128.71 | kilogram | 89.2 ₹11,481.02 | 100 ₹12,871.10 | 90 ₹11,583.99 |
| 2.00 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 25.48 | sqm | 137.17 ₹3,495.09 | 140 ₹3,567.20 | 138 ₹3,516.24 |
Tender Value
₹5.9 L
EMD Value
₹14,761
Closing Date
19 May 2026, 6:55 pmClosed
Assistant Executive Engineer
o/o Assistant Executive Engineer KyIP Canal Subdivision Vadakara
MP-LADS-MP -LADS 2025-26-Construction of road (10.1)Canal bund road ,Kalliyarambath kshetram road to SNDP College road Ward 11,Koyilandy Muncipality,Kozhikode Dt.-General Civil Work
2026_Irrig_850175_1
IRR/PI/TR/6541/2025_5_1_1/1
Open Tender
Civil Works - Roads
240 days
Panthalayani
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,761
Yes
8 Jun 2026
12 May 2026
21 May 2026
12 May 2026
19 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Concrete Road | ||||||
| 1.001 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 0.8 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD31187/2025-2026:Construction of road wayt with quarry muck compacted to meet requirement of table 300-2. | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 2Gaurd stone ,Name board | ||||||
| 2.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 2.002 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 2.003 | 5.12:Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 2.004 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 0.4 | kilogram | - | - | BI01010001010000000000000515BI0100001121 |
| 2.005 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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