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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-Finance | L1 | Accepted-Finance Lowest tender approved by Parappa block Committee. | |
| 2 | L2₹4.2 L+₹15,677.74 (3.84%)Rejected-Finance | L2 | Rejected-Finance Lowest tender approved by Parappa block Committee. | |
| 3 | L3₹4.3 L+₹24,152.40 (5.92%)Rejected-Finance VELLANKULAMATTATHIL HOUSE KANNARAGOD 671 | KANNARAGOD | KERALA | L3 | Rejected-Finance Lowest tender approved by Parappa block Committee. |
| Sl No | Description | Qty | Unit | Benny Jose L3 | G S RAJEEV L2 | Sinoj M George L1 |
|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||
| 1.00 | 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 | 21.6 | cum | 52.45 ₹1,132.92 | 51.42 ₹1,110.67 | 49.51 ₹1,069.42 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 54 | cum | 65.83 ₹3,554.82 | 64.54 ₹3,485.16 | 62.15 ₹3,356.1 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. | 22.27 | cum | 2,384.81 ₹53,121.64 | 2,338.05 ₹52,080.06 | 2,251.54 ₹50,153.05 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) | 40.5 | cum | 9,176.94 ₹3,71,666.07 | 8,997 ₹3,64,378.5 | 8,664.12 ₹3,50,896.86 Lowest |
| 1.00 | 10.3.A.2:Direction and Place Identification signs upto 0.9 sqm size board A. Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. | 0.28 | sqm | 8,085.85 ₹2,223.61 | 7,927.3 ₹2,180.01 | 7,633.57 ₹2,099.23 Lowest |
| 1.01 | 10.1.1:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only) | 200 | cm | 2.4 ₹480 | 2.35 ₹470 | 2.26 ₹452 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
19 Sept 2025, 12:00 pmClosed
Assistant Engineer
O/o The AE, LID And EW Subdivision , Parappa
ROAD TARRING
2025_LSGD_796275_7
02/AE/LIDEW/PARAPPA B P/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Panathadi GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
1 Jul 2026
12 Sept 2025
20 Sept 2025
12 Sept 2025
19 Sept 2025
12 Sept 2025
12 Sept 2025 - 19 Sept 2025
Amount
Road Concreting
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
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.
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.
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)
10.3.A.2:Direction and Place Identification signs upto 0.9 sqm size board A. Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.
10.1.1:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only)
G S RAJEEV (BID ID -2341708)
Benny Jose (BID ID -2345288)
Bidder Name
G S RAJEEV
Benny Jose
Sinoj M George
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