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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.8 L+₹8,568.08 (1.83%)Rejected-AOC CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical KERALA KL | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | SHAMSHEER B.M L1 | BM ABDHULLA L2 | AHAMAD MASHOOD K L4 | mohammed faizal T M L6 | L&M INFRA BUILDERS L5 | CM ABDULLAKUNHI L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Drainage Construction | |||||||||
| 1.00 | 3.8.3:Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 | 39.75 | cum | 61.19 ₹2,432.3 | 104.57 ₹4,156.66 | 64.75 ₹2,573.81 | 54.88 ₹2,181.48 Lowest | 150 ₹5,962.5 | 68.12 ₹2,707.77 |
| 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 | 2.85 | cum | 6,690.57 ₹19,068.12 Lowest | 6,811.69 ₹19,413.32 | 7,080.09 ₹20,178.26 | 8,298.64 ₹23,651.12 | 6,900 ₹19,665 | 6,867.58 ₹19,572.6 |
| 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) | 36.6 | cum | 6,538.47 ₹2,39,308 Lowest | 6,656.87 ₹2,43,641.44 | 6,919.15 ₹2,53,240.89 | 8,109.5 ₹2,96,807.7 | 7,150 ₹2,61,690 | 6,711.49 ₹2,45,640.53 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.18 | tonne | 74,652.91 ₹87,866.48 Lowest | 76,004.11 ₹89,456.84 | 78,999.24 ₹92,982.11 | 93,000 ₹1,09,461 | 95,000 ₹1,11,815 | 76,627.72 ₹90,190.83 |
| 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<br> IV. R.C.C grade M 20 | 6.58 | cum | 7,348.72 ₹48,391.32 Lowest | 7,481.84 ₹49,267.92 | 7,776.57 ₹51,208.71 | 9,114.98 ₹60,022.14 | 9,000 ₹59,265 | 7,543.22 ₹49,672.1 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 15.6 | cum | 491.68 ₹7,670.21 | 394.16 ₹6,148.9 Lowest | 520.31 ₹8,116.84 | 613 ₹9,562.8 | 700 ₹10,920 | 478.49 ₹7,464.44 |
| 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. <br>(ii) Using Gravel mix soil. | 4.8 | cum | 1,847.25 ₹8,866.8 Lowest | 1,880.69 ₹9,027.31 | 1,954.8 ₹9,383.04 | 2,292.22 ₹11,002.66 | 3,250 ₹15,600 | 1,896.12 ₹9,101.38 |
| 1.01 | 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) | 7.2 | cum | 7,108.53 ₹51,181.42 Lowest | 7,237.19 ₹52,107.77 | 7,522.39 ₹54,161.21 | 8,817.06 ₹63,482.83 | 8,300 ₹59,760 | 7,296.57 ₹52,535.3 |
| 1.01 | OD121872/2025-2026: Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
8.2.2.2 Area of slab over 0.50 sqm | 0.27 | sqm | 3,318.42 ₹895.97 | 2,940.89 ₹794.04 Lowest | 3,511.62 ₹948.14 | 4,900 ₹1,323 | 9,000 ₹2,430 | 3,754.12 ₹1,013.61 |
Tender Value
₹5.9 L
EMD Value
₹14,825
Closing Date
2 Sept 2025, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID EW SECTION KASARAGOD BLOCK ,PANCHAYTH
CHETTUMKUZHI A K G NAGAR ROAD CULVERT MADHUR
2025_LSGD_790179_3
04/2025-26/AE/LSGD/BPKSD
Open Tender
Civil Works - Roads
Item Rate
180 days
LID EW SECTION KASARAGOD BLOCK, PANCHAYTH
Plaese refer tender documents
9 documents required · 9 mandatory
₹1,310
₹14,825
27 Dec 2025
23 Aug 2025
3 Sept 2025
23 Aug 2025
2 Sept 2025
23 Aug 2025
Amount
Drainage Construction
3.8.3:Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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. <br>(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)
OD121872/2025-2026: Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 8.2.2.2 Area of slab over 0.50 sqm
OD121871/2025-2026:16.21. Engraving letters in hard stone
BM ABDHULLA (BID ID -2321951)
CM ABDULLAKUNHI (BID ID -2313520)
AHAMAD MASHOOD K (BID ID -2320692)
L&M INFRA BUILDERS (BID ID -2321938)
mohammed faizal T M (BID ID -2321885)
Bidder Name
SHAMSHEER B.M
BM ABDHULLA
mohammed faizal T M
CM ABDULLAKUNHI
AHAMAD MASHOOD K
L&M INFRA BUILDERS
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