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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAccepted-AOC | ₹14.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.8 LRejected-Finance | ₹14.8 L | L2 | Rejected-Finance L2 |
| 3 | L3₹15.2 LRejected-Finance | ₹15.2 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | AFSAL A A L3 | MOHAMMED SABIR E K L2 | aravindakshan L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix A1 | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 112.98 | cum | 53 ₹5,987.94 | 53 ₹5,987.94 | 63.43 ₹7,166.32 |
| 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. | 131.81 | cum | 64 ₹8,435.52 | 64 ₹8,435.52 | 61.96 ₹8,166.64 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 87.87 | cum | 3,100 ₹2.7 L | 2,900 ₹2.5 L | 3,022.08 ₹2.7 L |
| 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) | 131.81 | cum | 9,000 ₹11.9 L | 8,800 ₹11.6 L | 8,637.13 ₹11.4 L |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 0.98 | cum | 8,400 ₹8,265.60 | 8,468 ₹8,332.51 | 8,129.32 ₹7,999.25 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 2.58 | cum | 8,500 ₹21,972.50 | 8,275 ₹21,390.88 | 7,944.55 ₹20,536.66 |
| 1.01 | OD300934/2025-2026:Providing and Laying Reinforced Cement Concrete pipe NP2 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP2for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 600 mm dia | 8 | metre | 2,700 ₹21,600 | 2,450 ₹19,600 | 2,062.21 ₹16,497.68 |
Updated dates
Tender Value
₹15.3 L
EMD Value
₹38,134
Closing Date
1 Jan 2026, 6:00 pmClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
FOOTPATH CONSTRUCTION
2025_LSGD_821926_1
183/25-26
Open Tender
Civil Works - Roads
180 days
DELAMPADY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹38,134
Yes
17 Mar 2026
20 Dec 2025
3 Jan 2026
20 Dec 2025
1 Jan 2026
20 Dec 2025
Amount
Appendix A1
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
OD300934/2025-2026:Providing and Laying Reinforced Cement Concrete pipe NP2 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP2for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 600 mm dia
MOHAMMED SABIR E K (BID ID -2450828)
AFSAL A A (BID ID -2450831)
Bidder Name
aravindakshan
AFSAL A A
MOHAMMED SABIR E K
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