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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.7 CrAccepted-AOC KOOTAPPURAKKAL HO POTTA KUMBALACODE PO PAZHAYANNUR 680587 THRISSUR | PAZHAYANNUR | THRISSUR | KERALA | 680587 | ₹5.7 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹5.9 CrRejected-Finance KERALA KL | IDUKKI | KERALA | 685533 | ₹5.9 Cr | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Geogy George K L2 | K.M.ABBAS L1 |
|---|---|---|---|---|---|
| 1.00BMBC ROAD | |||||
| 1.00 | 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 In area of light jungle - By Mechanical Means | 1.01 | Hectare | 50,000 ₹50,500 | 48,633 ₹49,119.33 |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 18,180 | sqm | 7 ₹1.3 L | 5.93 ₹1.1 L |
| 1.00 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | 2,727 | cum | 68 ₹1.9 L | 65.82 ₹1.8 L |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 248.4 | cum | 3,600 ₹8.9 L | 3,461.72 ₹8.6 L |
| 1.00 | OD197097/2025-2026:Compacting the existing scarified granular sub-base layer , spreading in uniform layers with a motor grader and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. | 1,363.5 | cum | 145 ₹2.0 L | 142.37 ₹1.9 L |
| 1.01 | 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. | 2,727 | cum | 3,600 ₹98.2 L | 3,520.17 ₹96.0 L |
| 1.01 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 18,180 | sqm | 63 ₹11.5 L | 60.81 ₹11.1 L |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 18,180 | sqm | 14 ₹2.5 L | 14.32 ₹2.6 L |
| 1.01 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 18,180 | sqm | 14 ₹2.5 L | 11.83 ₹2.2 L |
Tender Value
₹5.9 Cr
EMD Value
₹2 L
Closing Date
25 Nov 2025, 4:00 pmClosed
Executive Engineer
Executive Engineer District Panchayath Palakkad
Navakeralasadass-Alathur LAC - Construction of Alathur Nelliyamkunnu Malakulam road (RS 70000000/-)
2025_LSGD_819381_1
Prequalification 12/ET/EE/2025-26 Dated 01.11.2025
Open Tender
Civil Works - Roads
300 days
Palakkad
Navakeralasadass-Alathur LAC - Construction of Alathur Nelliyamkunnu Malakulam road (RS 70000000/-)
Road work
8 documents required · 8 mandatory
₹13,010
Yes
₹2 L
Yes
District panchayath Palakkad
22 May 2026
5 Nov 2025
27 Nov 2025
5 Nov 2025
25 Nov 2025
5 Nov 2025
5 Nov 2025 - 25 Nov 2025
14 Nov 2025
Work Name:GENERAL-Navakeralasadass-Alathur LAC - Construction of Alathur Nelliyamkunnu Malakulam road (RS 70000000/-)-Navakeralasadass-Alathur LAC - Construction of Alathur Nelliyamkunnu Malakulam road (RS 70000000/-)-General Civil Work
in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means OD226192/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at siteÌ12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.&OD226194/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsMTROAD MARKING AND SIGN BOARD>8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.è8.15: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)each18.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-noü8.4.2:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm equilateral triangle8.6:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with an area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. confirming to IS 1239, firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.+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
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