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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical K K HOUSE PANMANA | - | Rejected-Technical L5 | |
| 3 | Rejected-Technical | - | Rejected-Technical L9 | |
| 4 | Rejected-Technical MAKAYIRAM KIDANGAYAM NORTH ALAPPAD GRAMA PANCHAYATHU | KOTTAYAM | KERALA | 686102 | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical 22045 R 100 M S PANJIPILLAI GINDADA P O KERALA | IDUKKI | KERALA | 685501 | - | Rejected-Technical L8 |
| Sl No | Description | Qty | Unit | Y.SHAJAHAN L4 | KDLCCSQ1182 L6 | ANILKUMAR P L3 | ALTHAF M L5 | SIJI JOY L2 | PARUMALA CONCERN L1 | BAIJU L8 | VISHNU L7 | ANIKUTTAN T L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||||||||
| 1.00 | OD224832/2025-2026:Filling with contractors own earth (excluding rock) in open areas in layer and not exceeding 20
cm in depth, consolidating each deposited layer by ramming and watering lead up to 50 m and
lift up to 1.50 m as per the directions of engineer in charge | 92.92 | cum | 434.5 ₹40,375.91 | 500 ₹46,462.5 | 427.18 ₹39,695.7 | 469 ₹43,581.83 | 411.76 ₹38,262.8 | 200 ₹18,585 Lowest | 522 ₹48,506.85 | 500 ₹46,462.5 | 530 ₹49,250.25 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 44.45 | cum | 2,767 ₹1,22,993.15 | 3,000 ₹1,33,350 | 2,718.37 ₹1,20,831.55 | 2,982 ₹1,32,549.9 | 2,620.24 ₹1,16,469.67 | 1,200 ₹53,340 Lowest | 3,330 ₹1,48,018.5 | 3,199 ₹1,42,195.55 | 3,380 ₹1,50,241 |
| 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) | 58.59 | cum | 7,928 ₹4,64,533.23 | 8,650 ₹5,06,838.1 | 7,788.72 ₹4,56,372.26 | 8,545 ₹5,00,685.73 | 7,507.54 ₹4,39,896.8 Lowest | 8,290 ₹4,85,744.26 | 8,797 ₹5,15,451.42 | 8,899 ₹5,21,428.01 | 9,650 ₹5,65,432.1 |
| 1.00 | OD167784/2025-2026:MORD: Surface dressing of the ground in All kinds of soil including removing vegetation
and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 63.5 | 1 sqm | 30.5 ₹1,936.75 | 33 ₹2,095.5 | 29.93 ₹1,900.56 | 33 ₹2,095.5 | 28.85 ₹1,831.98 | 9 ₹571.5 Lowest | 35 ₹2,222.5 | 32 ₹2,032 | 40 ₹2,540 |
| 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) | 9.53 | cum | 7,616 ₹72,542.4 | 8,650 ₹82,391.25 | 7,481.67 ₹71,262.91 | 8,208 ₹78,181.2 | 7,211.58 ₹68,690.3 | 6,900 ₹65,722.5 Lowest | 9,180 ₹87,439.5 | 8,899 ₹84,762.98 | 9,280 ₹88,392 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
8 Sept 2025, 6:00 pmClosed
AE ALAPPAD GP
AE ALAPPAD GP
Proj. No.57, Construction of Road From Fisheries Road to Panakkadakkaly Road, Ward-5-.
2025_LSGD_788449_1
01/AE/LSGD/ALP/2026
Open Tender
Civil Works - Roads
Item Rate
ALAPPAD GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,183
Yes
23 Oct 2025
21 Aug 2025
11 Sept 2025
21 Aug 2025
8 Sept 2025
21 Aug 2025
Amount
Road concrete
OD224832/2025-2026:Filling with contractors own earth (excluding rock) in open areas in layer and not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.50 m as per the directions of engineer in charge
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (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)
OD167784/2025-2026:MORD: Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
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)
SIJI JOY (BID ID -2323896)
ANILKUMAR P (BID ID -2328115)
Y.SHAJAHAN (BID ID -2322090)
ALTHAF M (BID ID -2328351)
KDLCCSQ1182 (BID ID -2325264)
VISHNU (BID ID -2325228)
BAIJU (BID ID -2326071)
ANIKUTTAN T (BID ID -2325682)
Bidder Name
BAIJU
ANILKUMAR P
Y.SHAJAHAN
KDLCCSQ1182
ALTHAF M
ANIKUTTAN T
SIJI JOY
VISHNU
PARUMALA CONCERN
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