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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹70.9 L+₹2.5 L (3.65%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | PRAMODAN K C L1 | Subin M P L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | 2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (A) Rubble Stone Masonry in Lime Mortar | 3.24 | cum | 2,000 ₹6,480 Lowest | 2,500 ₹8,100 |
| 1.00 | OD6420/2025-2026:supplying and placing synthetic closely woven geotextile made with polypropylene multi filament twisted high tenacity yarns of approved quality at the back side of rubble wall including all cost of fabrics, labour charges,for cutting,stitch etc ref morth bridgr data 15.60 | 250 | sqm | 500 ₹1,25,000 Lowest | 600 ₹1,50,000 |
| 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 | 294 | cum | 3,500 ₹10,29,000 Lowest | 3,500 ₹10,29,000 Lowest |
| 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 | 217 | cum | 3,850 ₹8,35,450 Lowest | 3,900 ₹8,46,300 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity 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 | 1,430 | sqm | 90 ₹1,28,700 Lowest | 100 ₹1,43,000 |
| 1.01 | 5.2.3a:Tack Coat 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. | 1,430 | sqm | 20 ₹28,600 Lowest | 20 ₹28,600 Lowest |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 1,430 | sqm | 300 ₹4,29,000 Lowest | 300 ₹4,29,000 Lowest |
| 1.01 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 2,161.25 | cum | 55 ₹1,18,868.75 Lowest | 60 ₹1,29,675 |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 3.6 | cum | 9,000 ₹32,400 Lowest | 10,000 ₹36,000 |
Tender Value
₹62.2 L
EMD Value
₹50,000
Closing Date
19 Nov 2025, 6:00 pmClosed
Executive Engineer
Office of the Executive Engineer Harbour Engineering Division Kannur Head Quarters Hospital (P.O) Kannur-670017
GSB,WMM,DR Masonary,PCC M 10,M25
2025_HED_819806_1
HED/CEHED/TR/410/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
487 days
Pinarayi
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
9 Jun 2026
6 Nov 2025
21 Nov 2025
6 Nov 2025
19 Nov 2025
6 Nov 2025
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