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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.7 LAccepted-AOC | ₹4.7 L | 1 | Accepted-AOC L1 |
| 2 | 2₹5.0 L+₹28,634.55 (6.04%)Rejected-Finance | ₹5.0 L+₹28,634.55 (6.04%) | 2 | Rejected-Finance L2 |
| 3 | 3₹5.7 L+₹1.0 L (21.2%)Rejected-Finance | ₹5.7 L+₹1.0 L (21.2%) | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | NARAYANANKALLILPURATH L2 | KANNIPARAMBA PRAVASI LABOUR CONTRACT CO OPERATIVE SOCIETY Ltd L1 | KOZHIKODE JILLA LABOUR CONTRACT AND CONSTRACTION CO OP SOCIETY LTD L3 |
|---|---|---|---|---|---|---|
| 1.00Road work | ||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 53.25 | cum | 62 ₹3,301.5 | 59 ₹3,141.75 Lowest | 70 ₹3,727.5 |
| 1.00 | OD59266/2025-2026: 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 | 30 | cum | 940 ₹28,200 | 882 ₹26,460 Lowest | 1,050 ₹31,500 |
| 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 | 38 | cum | 3,045 ₹1,15,710 | 2,874 ₹1,09,212 Lowest | 3,800 ₹1,44,400 |
| 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 | 45 | cum | 3,412 ₹1,53,540 | 3,221 ₹1,44,945 Lowest | 3,800 ₹1,71,000 |
| 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 | 300 | sqm | 80 ₹24,000 | 75 ₹22,500 Lowest | 100 ₹30,000 |
| 1.01 | 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. | 300 | sqm | 18.5 ₹5,550 | 17.5 ₹5,250 Lowest | 22 ₹6,600 |
| 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) | 300 | sqm | 282 ₹84,600 | 270 ₹81,000 Lowest | 320 ₹96,000 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 9.6 | cum | 8,750 ₹84,000 | 8,032 ₹77,107.2 Lowest | 9,000 ₹86,400 |
| 1.01 | OD343316/2025-2026:Supplying And Fixing Name Board, With Granite Stone,Square or Rectangular Shape Suitable to Fixing Place,Minimum 0.50 Sqm To Maximum 0.60 Sqm, Fixed at Site with Cement Mortar 1:4, 12 mm Thick, And Permanantly Engraving The Details of Work on the Stone with good Paint,as directed by the Officers, Including all Cost of Material, Conveyance, Labour etc Complete | 1 | each | 3,500 ₹3,500 Lowest | 4,151 ₹4,151 | 4,500 ₹4,500 |
Tender Value
₹5.1 L
EMD Value
₹12,692
Closing Date
5 Nov 2025, 1:00 pmClosed
SECRETARY
Block Development Officer, , Kunnamangalam block panchayath
MLA SDF-25-26-Eranhippooakkatt Puthiyottil Road Mavoor GP
2025_CRD_816407_1
3711764-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
mavoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,692
Yes
2 Jul 2026
29 Oct 2025
6 Nov 2025
29 Oct 2025
5 Nov 2025
29 Oct 2025
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