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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹77.8 LAccepted-AOC | ₹77.8 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹72.7 L−₹5.1 L (6.60%)Rejected-Finance | ₹72.7 L−₹5.1 L (6.60%) | L2 | Rejected-Finance rejected all bids except L1 Vide board Resolution No.7/1 dtd.06.07.2026 of Poothadi GP |
| 3 | L3₹73.0 L−₹4.8 L (6.16%)Rejected-Finance | ₹73.0 L−₹4.8 L (6.16%) | L3 | Rejected-Finance rejected all bids except L1 Vide board Resolution No.7/1 dtd.06.07.2026 of Poothadi GP |
| 4 | L4₹73.0 L−₹4.8 L (6.16%)Rejected-Finance | ₹73.0 L−₹4.8 L (6.16%) | L4 | Rejected-Finance rejected all bids except L1 Vide board Resolution No.7/1 dtd.06.07.2026 of Poothadi GP |
| 5 | L5₹77.9 L+₹3,143.45 (0.04%)Rejected-Finance CALICUT ROAD KAKKATTIL CALICUT | KOZHIKODE | KERALA | 612906 | ₹77.9 L+₹3,143.45 (0.04%) | L5 | Rejected-Finance rejected all bids except L1 Vide board Resolution No.7/1 dtd.06.07.2026 of Poothadi GP |
| Sl No | Description | Qty | Unit | KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD L4 | AJI T S L8 | K N RADHAKRISHNAN L7 | GEORGE K O L2 | B J High Tech Labour Contract and Construction Co-Operative Society Ltd L3 | K MOHAMMED KUNHI L6 | ABDUL ALTHAF L5 | AHAMMED IRSHAD L2 | ABDUL LATHEEF N.K. L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 159.04 | cum | 58.85 ₹9,359.27 | 60.13 ₹9,562.83 | 60 ₹9,542.16 | 55.2 ₹8,778.79 | 59 ₹9,383.12 | 62 ₹9,860.23 | 63 ₹10,019.27 | 55.2 ₹8,778.79 | 54.95 ₹8,739.03 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 334.07 | cum | 2,131.9 ₹7,12,195.31 | 2,178.29 ₹7,27,692.63 | 2,100 ₹7,01,538.6 | 1,999.67 ₹6,68,021.76 | 2,133 ₹7,12,562.78 | 2,165 ₹7,23,252.89 | 2,400 ₹8,01,758.4 | 1,999.67 ₹6,68,021.76 | 1,990.39 ₹6,64,921.63 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 595.64 | cum | 8,203.14 ₹48,86,159.33 | 8,381.66 ₹49,92,493.87 | 8,370 ₹49,85,548.65 | 7,694.35 ₹45,83,101.11 | 8,200 ₹48,84,289 | 8,330 ₹49,61,722.85 | 8,000.1 ₹47,65,219.56 | 7,694.35 ₹45,83,101.11 | 7,658.65 ₹45,61,836.58 Lowest |
| 1.00 | OD426694/2024-2025:Providing and fixing NAME BOARD by engraving letters on Granite 18mm thick of any colour fixed over frame of structural steel frame work and fixed to the ground by means of M-15 grade cement concrete complete as per drawings and Technical Specification.(60cmx50cm rectangular) | 1 | each | 5,310.61 ₹5,310.61 | 5,426.18 ₹5,426.18 | 5,420 ₹5,420 | 4,981.22 ₹4,981.22 | 5,287.49 ₹5,287.49 | 5,396 ₹5,396 | 3,600 ₹3,600 Lowest | 4,981.22 ₹4,981.22 | 4,958.11 ₹4,958.11 |
| 1.00 | OD427196/2024-2025:Filling with contractor's own earth ( excluding rock) in OPEN AREAS 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 as per direction of site Engineer-in-charge | 168.68 | cum | 398.27 ₹67,180.98 | 406.93 ₹68,641.77 | 406 ₹68,484.89 | 373.56 ₹63,012.85 | 400 ₹67,472.8 | 404 ₹68,147.53 | 450 ₹75,906.9 | 373.56 ₹63,012.85 | 371.83 ₹62,721.03 Lowest |
| 2.00Culvert | ||||||||||||
| 2.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 110.95 | cum | 46.89 ₹5,202.26 | 47.91 ₹5,315.42 | 48 ₹5,325.41 | 43.98 ₹4,879.41 | 47 ₹5,214.46 | 48 ₹5,325.41 | 63 ₹6,989.6 | 43.98 ₹4,879.41 | 43.78 ₹4,857.22 Lowest |
| 2.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 22.72 | cum | 807.84 ₹18,354.12 | 825.42 ₹18,753.54 | 825 ₹18,744 | 757.73 ₹17,215.63 | 810 ₹18,403.2 | 825 ₹18,744 | 630 ₹14,313.6 Lowest | 757.73 ₹17,215.63 | 754.22 ₹17,135.88 |
| 2.00 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (B) Mechanical Means | 16.06 | cum | 1,576.4 ₹25,320.14 | 1,610.7 ₹25,871.06 | 1,609 ₹25,843.76 | 1,478.62 ₹23,749.59 | 1,575 ₹25,297.65 | 1,602 ₹25,731.32 | 1,800 ₹28,911.6 | 1,478.62 ₹23,749.59 | 1,471.76 ₹23,639.41 Lowest |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
27 Jun 2026, 10:00 amClosed
MUHAMMED SUHAIL.P,ASSISTANT ENGINEER
Office of AE, LID and EW Section, Poothadi GP, Kenichira P.O-, pin-673596
Scheduled Cast Scheduled Tribe Development Department-Ambedkar Settlement Project-Sulthan Bathery LAC-Thengumoodkunnu - Vijayankunnu Nagar-Footpath Concrete and Culvert,Poothadi GP- Civil Work- 1.0 cr.
2026_LSGD_856394_4
AE/PDY/TR/01/2026-27
Open Tender
Civil Works - Roads
Item Rate
Poothadi GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
4 Aug 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
27 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 0.4 | cum | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 0.4 | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.004 | OD426694/2024-2025:Providing and fixing NAME BOARD by engraving letters on Granite 18mm thick of any colour fixed over frame of structural steel frame work and fixed to the ground by means of M-15 grade cement concrete complete as per drawings and Technical Specification.(60cmx50cm rectangular) | - | each | - | - |
| 1.005 | OD427196/2024-2025:Filling with contractor's own earth ( excluding rock) in OPEN AREAS 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 as per direction of site Engineer-in-charge | 0.8 | cum | - | - |
| 2Culvert | |||||
| 2.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 0.4 | cum | - | - |
| 2.002 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 1 | cum | - | - |
| 2.003 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (B) Mechanical Means | - | cum | - | - |
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