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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC KODASSERY PARAMBIL H LESWARAM P O OMASSERY 673 582 | OMASSERY | KOZHIKODE | KERALA | 673582 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical l2 |
| Sl No | Description | Qty | Unit | AHAMMED KUTTY L1 | ARUN GOPAL L2 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 62.1 | cum | 110 ₹6,831 | 59 ₹3,663.9 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 19.9 | cum | 310 ₹6,169 Lowest | 564 ₹11,223.6 |
| 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 | 41.4 | cum | 2,850 ₹1,17,990 Lowest | 2,892 ₹1,19,728.8 |
| 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) | 62.1 | cum | 8,200 ₹5,09,220 Lowest | 8,256 ₹5,12,697.6 |
| 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 | 70.1 | cum | 185 ₹12,968.5 Lowest | 338 ₹23,693.8 |
| 1.01 | OD170814/2025-2026:Dry Rubble without concrete levelling course masonrywith good qualityblasted rubble
including packing t compactness to lines and levels cost and conveyance of all materials labour
charges etc.complete as per departmental officers at site. | 234.08 | cum | 3,450 ₹8,07,576 Lowest | 3,591 ₹8,40,581.28 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 22.06 | cum | 7,900 ₹1,74,274 Lowest | 9,028 ₹1,99,157.68 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 2.21 | tonne | 89,000 ₹1,96,334 | 87,139 ₹1,92,228.63 Lowest |
| 1.01 | 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 | 10.4 | cum | 8,100 ₹84,223.8 | 7,771 ₹80,802.86 Lowest |
Tender Value
₹21.1 L
EMD Value
₹50,000
Closing Date
6 Nov 2025, 5:00 pmClosed
ASST.EXECUTIVE ENGINEER
LID and EW Division Kozhikkode
Road
2025_LSGD_817063_1
TA/LSGD/KKD/212/2025-26
Open Tender
Civil Works - Roads
Item Rate
270 days
Balussery
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
8 Jul 2026
30 Oct 2025
8 Nov 2025
30 Oct 2025
6 Nov 2025
30 Oct 2025
Amount
Road work
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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)
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
OD170814/2025-2026:Dry Rubble without concrete levelling course masonrywith good qualityblasted rubble including packing t compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per departmental officers at site.
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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
10.4.B:Direction and place identification signs more than 0.90 sqm sign board B. Semi-Reflective Traffic signs Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
ARUN GOPAL (BID ID -2431069)
Bidder Name
AHAMMED KUTTY
ARUN GOPAL
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