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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-AOC | ₹7.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.4 LRejected-Finance | ₹8.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹8.6 LRejected-Finance | ₹8.6 L | L3 | Rejected-Finance L3 |
| 4 | L4₹8.5 LRejected-Finance | ₹8.5 L | L4 | Rejected-Finance L4 |
| 5 | L5₹87.6 LRejected-Finance | ₹87.6 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | AJITHKUMAR.C L2 | MATHEW P ANTONY L5 | CHANDU K L3 | SHIJU A L1 | SANDYA.M L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road soling and Tarring | ||||||||
| 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 | 270.17 | cum | 36 ₹9,725.98 | 40 ₹10,806.64 | 35.5 ₹9,590.89 | 33.42 ₹9,028.95 | 36 ₹9,725.98 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 113.45 | cum | 5,800 ₹6.6 L | 6,000 ₹6.8 L | 5,803 ₹6.6 L | 5,455.07 ₹6.2 L | 6,000 ₹6.8 L |
| 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 | 9.2 | cum | 8,116 ₹74,626.62 | 8,900 ₹81,835.50 | 8,427 ₹77,486.27 | 7,922.31 ₹72,845.64 | 8,116 ₹74,626.62 |
| 1.00 | 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 | 184.85 | cum | 450 ₹83,184.75 | 470 ₹86,881.85 | 463 ₹85,587.87 | 435.52 ₹80,508.05 | 450 ₹83,184.75 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 216.13 | cum | 50 ₹10,806.65 | 55 ₹11,887.32 | 50.59 ₹10,934.17 | 47.56 ₹10,279.29 | 50 ₹10,806.65 |
| 2.00Name board | ||||||||
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 0.04 | cum | 250 ₹9 | 300 ₹10.80 | 291 ₹10.48 | 273.93 ₹9.86 | 250 ₹9 |
| 2.00 | OD9097/2023-2024:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 0.1 | cum | 5,600 ₹537.60 | 5,600 ₹537.60 | 5,325 ₹511.20 | 5,005.97 ₹480.57 | 5,600 ₹537.60 |
| 2.00 | 16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.Area less than 0.50 sqm. | 0.3 | sqm | 5,800 ₹1,740 | 4,500 ₹1,350 | 4,303 ₹1,290.90 | 4,045.35 ₹1,213.61 | 5,800 ₹1,740 |
Tender Value
₹8.5 L
EMD Value
₹21,137
Closing Date
19 Feb 2025, 6:00 pmClosed
SECRETARY
SECRETARY KANHANGAD BLOCK PANCHAYAT
MLA-SDF-2021-22, Kanhangad LAC- Erikkulam- Kundenmoola Road Soling and Tarring in Madikai Grama Panchayat-General Civil Work
2025_CRD_737339_1
SEC/KHD/MLA-SDF/201-22
Open Tender
Civil Works - Roads
madikai
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,865
Yes
₹21,137
Yes
20 Jan 2026
12 Feb 2025
21 Feb 2025
12 Feb 2025
19 Feb 2025
12 Feb 2025
Amount
Road soling and Tarring
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
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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
3.4: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
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Name board
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD9097/2023-2024:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.Area less than 0.50 sqm.
16.21:Engraving letters in hard stone
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
AJITHKUMAR.C (BID ID -2115604)
CHANDU K (BID ID -2115896)
SANDYA.M (BID ID -2115615)
MATHEW P ANTONY (BID ID -2116474)
Bidder Name
AJITHKUMAR.C
MATHEW P ANTONY
CHANDU K
SHIJU A
SANDYA.M
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