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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAdmitted-Fee/PreQual/Technical/Finance PWD S CONTRACTOR KUNHALINKIL HOUSE MARKET ROAD NILESHWAR | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹14.8 L+₹16,897.18 (1.16%)Admitted-Fee/PreQual/Technical/Finance SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹14.9 L+₹26,264.96 (1.80%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹15.5 L+₹87,027.58 (5.96%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹15.5 L+₹90,038.22 (6.16%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHAMEER A L1 | V V Manojan L2 | AZARUDEEN E A L5 | ADUKATH VEETIL SREEDHARAN L4 | AJITHKUMAR.C L8 | SANDYA.M L7 | SANTHOSHKUMAR V V L3 | PWD/CIVIL/480/2026-2027 L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONSTRUCTION | |||||||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 16 | cum | 357 ₹5,712 | 362 ₹5,792 | 380.72 ₹6,091.52 | 415 ₹6,640 | 80 ₹1,280 Lowest | 80 ₹1,280 Lowest | 364.62 ₹5,833.92 | 394.56 ₹6,312.96 |
| 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 | 1.6 | cum | 7,285 ₹11,656 Lowest | 7,392 ₹11,827.2 | 7,768.54 ₹12,429.66 | 8,200 ₹13,120 | 8,468 ₹13,548.8 | 8,468 ₹13,548.8 | 7,434.09 ₹11,894.54 | 8,044.64 ₹12,871.42 |
| 1.00 | 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) | 6 | cum | 7,120 ₹42,720 Lowest | 8,262 ₹49,572 | 7,591.49 ₹45,548.94 | 8,100 ₹48,600 | 8,200 ₹49,200 | 8,200 ₹49,200 | 7,265.12 ₹43,590.72 | 7,861.79 ₹47,170.74 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.5 | cum | 7,435 ₹3,717.5 Lowest | 8,629 ₹4,314.5 | 8,245.59 ₹4,122.8 | 8,642 ₹4,321 | 8,500 ₹4,250 | 8,500 ₹4,250 | 7,587.1 ₹3,793.55 | 8,210.21 ₹4,105.11 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 3.2 | cum | 8,000 ₹25,600 Lowest | 8,119 ₹25,980.8 | 8,532.74 ₹27,304.77 | 9,300 ₹29,760 | 9,500 ₹30,400 | 9,500 ₹30,400 | 8,165.47 ₹26,129.5 | 8,836.08 ₹28,275.46 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.32 | tonne | 81,260 ₹26,003.2 Lowest | 82,485 ₹26,395.2 | 86,680.54 ₹27,737.77 | 94,485 ₹30,235.2 | 95,000 ₹30,400 | 95,000 ₹30,400 | 82,948.79 ₹26,543.61 | 89,761.2 ₹28,723.58 |
| 1.01 | 9.3.B:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for 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.(B) 1000 mm dia | 6 | metre | 6,040 ₹36,240 | 6,130 ₹36,780 | 4,587 ₹27,522 | 7,000 ₹42,000 | 3,900 ₹23,400 Lowest | 3,900 ₹23,400 Lowest | 6,164.63 ₹36,987.78 | 6,670.92 ₹40,025.52 |
| 1.01 | 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. | 235.35 | cum | 56 ₹13,179.6 Lowest | 56 ₹13,179.6 Lowest | 59.17 ₹13,925.66 | 64 ₹15,062.4 | 60 ₹14,121 | 60 ₹14,121 | 56.66 ₹13,334.93 | 61.31 ₹14,429.31 |
| 1.01 | 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. | 94.14 | cum | 2,021 ₹1,90,256.94 Lowest | 2,041 ₹1,92,139.74 | 2,144.88 ₹2,01,919 | 2,300 ₹2,16,522 | 2,338 ₹2,20,099.32 | 2,338 ₹2,20,099.32 | 2,052.57 ₹1,93,228.94 | 2,221.15 ₹2,09,099.06 |
Tender Value
₹16.9 L
EMD Value
₹42,363
Closing Date
12 Oct 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Road Construction
2026_LSGD_875820_1
83/2026-27
Open Tender
Civil Works - Roads
Item Wise
270 days
AJANUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,363
Yes
14 Oct 2026
3 Oct 2026
14 Oct 2026
3 Oct 2026
12 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONSTRUCTION | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 16 | cum | - | - |
| 1.002 | 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 | 1.6 | cum | - | - |
| 1.003 | 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) | 6 | cum | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.5 | cum | - | - |
| 1.005 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 3.2 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.32 | tonne | - | - |
| 1.007 | 9.3.B:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for 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.(B) 1000 mm dia | 6 | metre | - | - |
| 1.008 | 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. | 235.35 | cum | - | - |
| 1.009 | 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. | 94.14 | cum | - | - |
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