Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.3 LAccepted-AOC | ₹30.3 L | L1 | Accepted-AOC The contractor was rejected as per the lot |
| 2 | L1₹30.3 LAccepted-AOC | ₹30.3 L | L1 | Accepted-AOC L1 bidder |
| 3 | L2₹31.7 LRejected-Finance | ₹31.7 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | ANJANA CONSTRUCTIONS L2 | DILEEP M L1 | M GIRISH L1 |
|---|---|---|---|---|---|---|
| 1.00Road Work And Side Protection work | ||||||
| 1.00 | OD4747/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and rolling with three wheel 80-100 kN static roller as per Technical Specification Clause 301.4. ( Based on 3.01) | 644.97 | sqm | 50 ₹32,248.25 | 11 ₹7,094.62 | 11 ₹7,094.62 |
| 1.00 | OD10490/2024-2025:Preparation of Foundation for Embankment- Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means and rolling with three wheel 80-100KN static roller to get required compaction as per the directions of department officers at site including all labour charges,hire charges etc,complete(based on MORD 3.2) | 1,008.16 | sqm | 12 ₹12,097.98 | 12 ₹12,097.98 | 12 ₹12,097.98 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 152.7 | cum | 2,400 ₹3.7 L | 3,000 ₹4.6 L | 3,000 ₹4.6 L |
| 1.00 | OD4858/2025-2026: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 smooth wheeled roller etc complete for improving the CBR
value of subgrade
subgrade | 133 | cum | 1,100 ₹1.5 L | 1,000 ₹1.3 L | 1,000 ₹1.3 L |
| 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 | 301.23 | cum | 3,400 ₹10.2 L | 3,400 ₹10.2 L | 3,400 ₹10.2 L |
| 1.01 | 5.1.2a:Prime Coat Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 2,015 | sqm | 100 ₹2.0 L | 85 ₹1.7 L | 85 ₹1.7 L |
| 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. | 2,015 | sqm | 17 ₹34,255 | 18 ₹36,270 | 18 ₹36,270 |
| 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) | 2,015 | sqm | 350 ₹7.1 L | 280 ₹5.6 L | 280 ₹5.6 L |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 119.1 | cum | 600 ₹71,460 | 545.1 ₹64,921.41 | 545.1 ₹64,921.41 |
Updated dates
Tender Value
₹30.3 L
EMD Value
₹50,000
Closing Date
18 Oct 2025, 6:00 pmClosed
Executive Engineer ,Harbour Engineering Division
Office of the Executive Engineer Harbour Engineering division,Kozhikode
GENERALMLAAsset Development Fund 202425Improvement of Thalolam Shaikh Palli Road in Chemancheri Grama panchayath in Koyilandy LACThalolam Shaikh Palli Road General Civil Work
2025_HED_803288_1
HED/CEHED/TR/131/2025_5_1_1/1
Open Tender
Civil Works - Roads
240 days
Chemancheri Grama panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
29 Dec 2025
27 Sept 2025
21 Oct 2025
27 Sept 2025
18 Oct 2025
27 Sept 2025
Amount
Road Work And Side Protection work
OD4747/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and rolling with three wheel 80-100 kN static roller as per Technical Specification Clause 301.4. ( Based on 3.01)
OD10490/2024-2025:Preparation of Foundation for Embankment- Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means and rolling with three wheel 80-100KN static roller to get required compaction as per the directions of department officers at site including all labour charges,hire charges etc,complete(based on MORD 3.2)
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD4858/2025-2026: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 smooth wheeled roller etc complete for improving the CBR value of subgrade subgrade
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
5.1.2a:Prime Coat Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
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.
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)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
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
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Side protection Work
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
OD10491/2024-2025: 60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
60.7.1: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 site
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
DILEEP M (BID ID -2396100)
ANJANA CONSTRUCTIONS (BID ID -2395276)
Bidder Name
ANJANA CONSTRUCTIONS
M GIRISH
DILEEP M
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1335466.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.05 MB
SBD.pdf
Tender Documents • 6.94 MB
BOQ_1335466.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid