Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.8 LAccepted-AOC | ₹38.8 L Quoted ₹39.2 L | L1 | Accepted-AOC L1 accepeted |
| 2 | L2₹39.7 LRejected-Finance | ₹39.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹41.7 LRejected-Finance NADUPILAKAL VADIKKETH CHOTHAYIL ROAD THODIYOOR | KANNUR | KERALA | 670511 | ₹41.7 L | L3 | Rejected-Finance L3 |
| 4 | L4₹42.2 LRejected-Finance | ₹42.2 L | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Y.SHAJAHAN L1 | D GOPALAKRISHNAN L4 | JOSE GEORGE L3 | ABDUL RASHEED L2 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix-A-Construction of Road | |||||||
| 1.00 | OD3204/2025-2026:Scarifying the existing bituminous road to a depth of 150mm and its rolling with three wheel 80-100KN static roller to get required compaction as per the departmental officers at site including all labour charges hire charges etc complete( Based on MoRD 3.2 ) | 3,100 | sqm | 11.5 ₹35,650 | 12.52 ₹38,812 | 12.37 ₹38,347 | 11.78 ₹36,518 |
| 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 | 90 | cum | 3,104.25 ₹2.8 L | 3,337.88 ₹3.0 L | 3,297.83 ₹3.0 L | 3,140.95 ₹2.8 L |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 480 | cum | 3,488 ₹16.7 L | 3,750.64 ₹18.0 L | 3,705.63 ₹17.8 L | 3,529.35 ₹16.9 L |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <br> 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 | 3,200 | sqm | 70.75 ₹2.3 L | 76.08 ₹2.4 L | 75.17 ₹2.4 L | 71.59 ₹2.3 L |
| 1.00 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 3,200 | sqm | 13 ₹41,600 | 15.9 ₹50,880 | 13.73 ₹43,936 | 13.08 ₹41,856 |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | 3,200 | sqm | 268.5 ₹8.6 L | 288.54 ₹9.2 L | 285.08 ₹9.1 L | 271.52 ₹8.7 L |
| 1.01 | 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) | 90 | cum | 8,848.5 ₹8.0 L | 9,514.49 ₹8.6 L | 9,400.32 ₹8.5 L | 8,953.1 ₹8.1 L |
| 2.00MoRTH Items | |||||||
| 2.00 | 8.6: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. | 1 | sqm | 9,781 ₹9,781 | 10,517.03 ₹10,517.03 | 10,390.83 ₹10,390.83 | 9,896 ₹9,896 |
Tender Value
₹42.2 L
EMD Value
₹50,000
Closing Date
8 Oct 2025, 6:00 pmClosed
Executive Engineer
O/o Executive Engineer Harbour Engineering Division Kollam
GENERAL-Upgradation of Coastal Roads- Improvement of Valiyakulangara Karthika NHPunthalamukku Thazhathode Road in Ward no. 15 of Ochira GP in Karunagappally LACGeneral Civil Work
2025_HED_802829_1
HED/CEHED/TR/141/2024
Open Tender
Civil Works - Roads
270 days
Ochira GP in Karunagappally LAC
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
30 Dec 2025
26 Sept 2025
10 Oct 2025
26 Sept 2025
8 Oct 2025
26 Sept 2025
Amount
Appendix-A-Construction of Road
OD3204/2025-2026:Scarifying the existing bituminous road to a depth of 150mm and its rolling with three wheel 80-100KN static roller to get required compaction as per the departmental officers at site including all labour charges hire charges etc complete( Based on MoRD 3.2 )
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
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity <br> 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
5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)
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)
MoRTH Items
8.6: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.
ABDUL RASHEED (BID ID -2376798)
JOSE GEORGE (BID ID -2378263)
D GOPALAKRISHNAN (BID ID -2379258)
Bidder Name
D GOPALAKRISHNAN
Y.SHAJAHAN
ABDUL RASHEED
JOSE GEORGE
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1334277.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 • 0.03 MB
Download all tender documents and submit your bid