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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 | L1₹2.5 LAccepted-AOC MADAVOOR PO KOZHIKODE KERALA KL | KOZHIKODE | KERALA | 673585 | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor vide
Resolution No. /Order No.1(1)Dated17-10-2025 of
MADAVOORGrama Panchayat | |
| 2 | L2₹2.7 L+₹13,264.16 (5.25%)Rejected-Finance | L2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | K.P.Ali L1 | MUHAMMED T L2 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 1.00 | OD303491/2025-2026:(Modified data of 3.2 by excluding tipper and loading equipment)
Preparation of Foundation for Embankment Plugging/Scarifying Existing Bituminous Surface to a Depth of 100 mm by Mechanical Means. Scarifying/Plugging the existing bituminous road surface to a depth of 100 mm to prepare foundation for granular layers | 103 | sqm | 3 ₹309 Lowest | 4 ₹412 |
| 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 | 8 | cum | 3,077 ₹24,616 Lowest | 4,000 ₹32,000 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 24 | cum | 3,449 ₹82,776 Lowest | 3,450 ₹82,800 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 160 | sqm | 80 ₹12,800 Lowest | 85 ₹13,600 |
| 1.00 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 160 | sqm | 18 ₹2,880 Lowest | 20 ₹3,200 |
| 1.01 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 220 | sqm | 18 ₹3,960 Lowest | 20 ₹4,400 |
| 1.01 | 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) | 380 | sqm | 289 ₹1,09,820 Lowest | 300 ₹1,14,000 |
| 1.01 | OD308356/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (Ref. 51.2.3 ) | 0.9 | cum | 944 ₹849.6 | 900 ₹810 Lowest |
| 1.01 | OD308353/2025-2026: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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (Modified Item No. 75.8.1 without form work)
(i) Nominal mix (1:2:4) | 1.44 | cum | 8,446 ₹12,162.24 Lowest | 8,500 ₹12,240 |
Tender Value
₹2.5 L
EMD Value
₹6,326
Closing Date
15 Oct 2025, 9:30 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASWATHY.S.PRASAD
Office of the Assistant Engineer, LID EW Section, MADAVOOR Grama Panchayat
Improvement
2025_LSGD_805733_16
T5/AE/MDR/2025-26
Open Tender
Civil Works - Roads
Item Rate
MADAVOOR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,326
Yes
23 Dec 2025
6 Oct 2025
15 Oct 2025
6 Oct 2025
15 Oct 2025
6 Oct 2025
Amount
DETAILED ESTIMATE
OD303491/2025-2026:(Modified data of 3.2 by excluding tipper and loading equipment) Preparation of Foundation for Embankment Plugging/Scarifying Existing Bituminous Surface to a Depth of 100 mm by Mechanical Means. Scarifying/Plugging the existing bituminous road surface to a depth of 100 mm to prepare foundation for granular layers
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
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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)
OD308356/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (Ref. 51.2.3 )
OD308353/2025-2026: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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (Modified Item No. 75.8.1 without form work) (i) Nominal mix (1:2:4)
OD303490/2025-2026:Supplying and fixing Sila phalakam with granite stone of size 600mm x 450mm or nearest size on prepared wall with engraving English and or Malayalam letters of specified size including all cost, conveyance and labour charges etc. complete.
MUHAMMED T (BID ID -2389591)
Bidder Name
K.P.Ali
MUHAMMED T
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