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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC | ₹5.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical CHERAT KARUVISSERY P O PIN 673 010 | KARUVISSERY | KOZHIKODE | KERALA | 673010 | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical CHAKKITTAPARA KOZHIKODE DISTRICT KOYILANDI TALUK P O CHAKKITTAPARA | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | GIREESH KUMAR KOMATH L5 | ABHILASH K K L2 | K.K. ABU KANDAMKULANGARA L1 | TP SHIJU L4 | ABDUL BASHEER C L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||||
| 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. | 60.56 | cum | 13.62 ₹824.87 | 12.14 ₹735.23 | 12.09 ₹732.21 | 13 ₹787.32 | 130 ₹7,873.19 |
| 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 | 38.25 | cum | 2,830.87 ₹1.1 L | 2,523.17 ₹96,511.25 | 2,513.94 ₹96,158.21 | 2,615 ₹1.0 L | 2,650 ₹1.0 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) | 56.31 | cum | 8,081.72 ₹4.6 L | 7,203.27 ₹4.1 L | 7,176.92 ₹4.0 L | 7,466 ₹4.2 L | 6,950 ₹3.9 L |
| 1.00 | OD264698/2025-2026: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. | 9 | cum | 2,612.08 ₹23,508.72 | 3,133.41 ₹28,200.69 | 3,121.95 ₹28,097.55 | 3,110 ₹27,990 | 3,200 ₹28,800 |
| 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 | 3 | cum | 7,606.56 ₹22,819.68 | 6,779.76 ₹20,339.28 | 6,754.96 ₹20,264.88 | 7,030 ₹21,090 | 6,950 ₹20,850 |
| 1.01 | 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 | 0.72 | sqm | 16,330 ₹11,757.60 | 4,488.93 ₹3,232.03 | 4,472.51 ₹3,220.21 | 10,200 ₹7,344 | 7,000 ₹5,040 |
Tender Value
₹6.8 L
EMD Value
₹16,910
Closing Date
13 Nov 2025, 6:00 pmClosed
ASST.EXECUTIVE ENGINEER
LID and EW Division Kozhikkode
Road
2025_LSGD_819863_1
TA/LSGD/KKD/240/2025-26
Open Tender
Civil Works - Roads
180 days
Balussery
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,495
Yes
₹16,910
Yes
8 Apr 2026
6 Nov 2025
15 Nov 2025
6 Nov 2025
13 Nov 2025
6 Nov 2025
Amount
ROAD CONCRETE
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.
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)
OD264698/2025-2026: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.
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
ABHILASH K K (BID ID -2433529)
ABDUL BASHEER C (BID ID -2438156)
TP SHIJU (BID ID -2437967)
GIREESH KUMAR KOMATH (BID ID -2432944)
Bidder Name
K.K. ABU KANDAMKULANGARA
ABDUL BASHEER C
TP SHIJU
GIREESH KUMAR KOMATH
ABHILASH K K
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