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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.5 LAccepted-AOC MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | 1 | Accepted-AOC L1 | |
| 2 | 2₹21.2 L+₹69,243.59 (3.37%)Rejected-Finance | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | VISHNUJITH.M L1 | VIJITH M L2 |
|---|---|---|---|---|---|
| 1.00Re- tarring | |||||
| 1.00 | OD214857/2025-2026:Filling up pot holes(cut and formed to regular shapes and all loose and defective
materials removed) after supplying a prime coat of bitumen using 36mm departmental broken
stone and
compacting with a power roller to get a compacted surface. | 23.88 | cum | 8,056.82 ₹1,92,396.86 Lowest | 8,306 ₹1,98,347.28 |
| 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. | 2,869.4 | sqm | 18.33 ₹52,596.1 Lowest | 18.9 ₹54,231.66 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual 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 Manual Means Type A (II) Bitumen (S-65) | 2,869.4 | sqm | 292.94 ₹8,40,562.04 Lowest | 302 ₹8,66,558.8 |
| 1.00 | OD215625/2025-2026:Man Mazdoor for clearing overgrown vegetation and clearing drainage | 12 | Day | 1,093 ₹13,116 Lowest | 1,127.36 ₹13,528.32 |
| 2.00Paving block | |||||
| 2.00 | 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. | 187 | sqm | 15.52 ₹2,902.24 Lowest | 16.01 ₹2,993.87 |
| 2.00 | 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 | 36.3 | cum | 3,236.89 ₹1,17,499.11 Lowest | 3,337.88 ₹1,21,165.04 |
| 2.00 | OD214884/2025-2026:(Modified DSR Code 16.91.2) Providing and laying factory made chamfered edge 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness &amp; size/ shape, made by table vibratory method using PU mould , laid in required colour &amp; pattern over 50mm thick compacted bed of 6 MM aggregate, compacting and proper embedding/laying of inter locking paver blocks into the into the aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge | 365.5 | sqm | 1,092.22 ₹3,99,206.41 Lowest | 1,126 ₹4,11,553 |
| 2.00 | 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) | 17.77 | cum | 9,276.11 ₹1,64,882.86 Lowest | 9,563 ₹1,69,982.33 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
25 Oct 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEE DIST PANCHAYAT PALAKKAD
Annual Plan DP-PKD-2025-26-MANKUTTY CHAKIRIYAM PARAMBU ROAD IN VILAYUR GP ,PRO NO 997/25
2025_LSGD_810853_42
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
₹50,000
Yes
16 Jan 2026
18 Oct 2025
28 Oct 2025
18 Oct 2025
25 Oct 2025
18 Oct 2025
Amount
Re- tarring
OD214857/2025-2026:Filling up pot holes(cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of bitumen using 36mm departmental broken stone and compacting with a power roller to get a compacted surface.
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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual 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 Manual Means Type A (II) Bitumen (S-65)
OD215625/2025-2026:Man Mazdoor for clearing overgrown vegetation and clearing drainage
Paving block
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.
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
OD214884/2025-2026:(Modified DSR Code 16.91.2) Providing and laying factory made chamfered edge 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness &amp; size/ shape, made by table vibratory method using PU mould , laid in required colour &amp; pattern over 50mm thick compacted bed of 6 MM aggregate, compacting and proper embedding/laying of inter locking paver blocks into the into the aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per 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)
Road 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.
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)
Irish Drain Concrete
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.
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)
OD215700/2025-2026:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm thick iron sheet of size 90x60cm 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
Cement pipe
19.6.7:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:600 mm dia R.C.C. pipe
VIJITH M (BID ID -2405964)
Bidder Name
VISHNUJITH.M
VIJITH M
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