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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.5 CrAccepted-Finance | L1 | Accepted-Finance L1Quoted lowest and hence accepted | |
| 2 | L2₹22.7 Cr+₹16.7 L (0.74%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹23.0 Cr+₹42.9 L (1.90%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹24.3 Cr+₹1.8 Cr (7.98%)Rejected-Finance VIII 240 THERUVATH BUILDING UZHAVOOR P O KOTTAYAM KERALA 686634 | KOTTAYAM | KOTTAYAM | KERALA | 686634 | L4 | Rejected-Finance L4 |
Tender Value
₹24.2 Cr
EMD Value
₹24.2 L
Closing Date
5 Dec 2025, 5:00 pmClosed
The Superintending Engineer
PWD, NH Central Circle, Edapally, Ernakulam 682024
Performance Based Maintenance Contract Work from km 72/700 to Km 74/700 and Km 126/700 to Km 160/000 of NH 183 under PBMC Maintenance Plan 2025-26
2025_MoRTH_884664_1
14/SE/NH/CC/KOCHI-2025-26
Open Tender
Civil Works - Highways
Percentage
1825 days
ponkunnam
please refer the tender documents
8 documents required · 8 mandatory
₹11,800
GM MoRTH
₹24.2 L
CE s office TVM The Chief Engineer,
11 Feb 2026
11 Nov 2025
10 Dec 2025
11 Nov 2025
5 Dec 2025
11 Nov 2025
11 Nov 2025 - 20 Nov 2025
20 Nov 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Km 72.700 to Km 74.700 APPENDIX 1: ROUTINE MAINTENANCAE WORKS | |||||
| 1.001 | Routine Maintenance Rate @ Rs.4.617L/km/year for 5 years | - | Km | 4,61,700 | - |
| 2APPENDIX 2: Initial Rectification Works | |||||
| 2.001 | 2.3.2.A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br> | - | Hectare | 50,501.56 | - |
| 2.002 | 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | - | sqm | 61.82 | - |
| 2.003 | 10.5.1a Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 - For grading I Material | - | sqm | 480.61 | - |
| 2.004 | 55.38a Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,
1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. | - | metre | 4,005.45 | - |
| 2.005 | 55.15 Refurbishment of existing signboards<br>Refurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete. | - | no | 193.52 | - |
| 2.006 | 8.15 Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification) | - | each | 685.26 | - |
| 2.007 | 4.12 Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | cum | 3,655.42 | - |
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