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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹14.2 L+₹16,906 (1.20%)Admitted-Fee/PreQual/Technical/Finance N A | NA | NA | 121004 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹14.3 L+₹24,895.35 (1.77%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹14.4 L+₹36,159.19 (2.57%)Admitted-Fee/PreQual/Technical/Finance VAZHAKULAM GP | PALAKKAD | KERALA | 678001 | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HASSAN KOCHULLA L3 | MUSLIYARUPARAMBIL EBRAHIM AHAMMED L4 | NASSAR K M L1 | Musammil L2 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1,373.4 | sqm | 14.25 ₹19,570.95 | 14.36 ₹19,722.02 | 12 ₹16,480.8 Lowest | 15 ₹20,601 |
| 1.00 | OD61231/2026-2027:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete. | 1,284 | sqm | 1,032.69 ₹13,25,973.96 | 1,040.81 ₹13,36,400.04 | 1,020 ₹13,09,680 Lowest | 1,040 ₹13,35,360 |
| 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 | 8,176.19 ₹77,951.8 | 8,240.5 ₹78,564.93 | 8,100 ₹77,225.4 | 6,800 ₹64,831.2 Lowest |
| 2.00NAME BOARD | |||||||
| 2.00 | OD181926/2026-2027:Providing and fixing granite name board of slab area less than 0.90 sqm including engraving and painting letters complete as per direction of engineer in charge at site. | 1 | sqm | 9,284.84 ₹9,284.84 | 9,358.4 ₹9,358.4 | 4,500 ₹4,500 | 4,000 ₹4,000 Lowest |
Tender Value
₹16.1 L
EMD Value
₹40,247
Closing Date
29 Sept 2026, 3:00 pmClosed
Assistant Engineer ,
Office of the Assistant Engineer, LID and EW Section, Vengola GP.
Vengola GP Pro.No.74/2026-27-MAINTENANCE OF K K PLASTIC ROAD WARD 10
2026_LSGD_871535_5
04/AE/LID EW/VGLA
Open Tender
Civil Works - Roads
Item Rate
180 days
VENGOLA
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹40,247
Yes
14 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
22 Sept 2026 - 29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1,373.4 | sqm | - | - |
| 1.002 | OD61231/2026-2027:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete. | 1,284 | sqm | - | - |
| 1.003 | 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 | - | - |
| 2NAME BOARD | |||||
| 2.001 | OD181926/2026-2027:Providing and fixing granite name board of slab area less than 0.90 sqm including engraving and painting letters complete as per direction of engineer in charge at site. | 1 | sqm | - | - |
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