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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.2 LAccepted-AOC MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | 1 | Accepted-AOC L1 | |
| 2 | 2₹15.8 L+₹60,353.12 (3.96%)Rejected-Finance | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | VISHNUJITH.M L1 | MUHAMMED ALI P.S. L2 |
|---|---|---|---|---|---|
| 1.00Retarring,Concrete and road side concrete | |||||
| 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. | 355.2 | sqm | 16.01 ₹5,686.75 Lowest | 30 ₹10,656 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 46.09 | cum | 66.84 ₹3,080.66 Lowest | 98 ₹4,516.82 |
| 1.00 | OD289835/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials
removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone
and compacting with power roller to grt a compact surface. | 18.88 | cum | 8,306.25 ₹1,56,830.31 Lowest | 9,500 ₹1,79,369.5 |
| 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 | 42.7 | cum | 3,337.88 ₹1,42,527.48 Lowest | 3,337.88 ₹1,42,527.48 Lowest |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,121.7 | sqm | 18.9 ₹21,200.13 Lowest | 21 ₹23,555.7 |
| 1.01 | 75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Mechanical Means Type A (II) Bitumen (S-65) | 1,121.7 | sqm | 247.03 ₹2,77,093.55 Lowest | 260 ₹2,91,642 |
| 1.01 | OD289912/2025-2026:Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction ,of approved size design &shape,laid in required color and pattern over and including 50mm thick compacted bed of coarse sand,filling the joints with fine sand etc,all compete as per the direction of Engineer in charge | 283.4 | 1 sqm | 1,471 ₹4,16,881.4 Lowest | 1,600 ₹4,53,440 |
| 1.01 | 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) | 51.95 | cum | 9,563 ₹4,96,797.85 | 9,125 ₹4,74,043.75 Lowest |
| 1.01 | OD289836/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages
etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6
mmthick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of
primer,lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc
complete | 1 | each | 2,800 ₹2,800 Lowest | 3,500 ₹3,500 |
Tender Value
₹16.9 L
EMD Value
₹42,325
Closing Date
25 Oct 2025, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEE DIST PANCHAYAT PALAKKAD
Annual Plan-DP 2025-26 VETERINARY HOSPITAL KURUTHIKUNDU ROAD IN KOPPAM GP PRO NO .999/25 (20 LAKHS, MGR)-DP-PKD
2025_LSGD_810853_40
07/AEE/2025-2026 Dt.15.10.2025
Open Tender
Civil Works - Others
Item Rate
180 days
PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,325
Yes
16 Jan 2026
18 Oct 2025
28 Oct 2025
18 Oct 2025
25 Oct 2025
18 Oct 2025
Amount
Retarring,Concrete and road side concrete
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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD289835/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to grt a compact surface.
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
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Mechanical Means Type A (II) Bitumen (S-65)
OD289912/2025-2026:Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction ,of approved size design &shape,laid in required color and pattern over and including 50mm thick compacted bed of coarse sand,filling the joints with fine sand etc,all compete as per the direction of Engineer in charge
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)
OD289836/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc complete
MUHAMMED ALI P.S. (BID ID -2409782)
Bidder Name
MUHAMMED ALI P.S.
VISHNUJITH.M
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