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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC PANATHARA HOUSE VILLOONNI PO ETTUMANOOR BLOCK PANCHAYATH 0801 DISTRICT TREASURY KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.5 L+₹15,314.27 (1.24%)Rejected-AOC KOOVANICKAL ATHIRAMPUZHA P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | NIDHIN MATHEW L2 | Ratheesh p s L1 |
|---|---|---|---|---|---|
| 1.00Tarring | |||||
| 1.00 | OD466322/2024-2025:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous road Surface to a Depth of 150 mm by Mechanical Means and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site | 1,277.25 | sqm | 5 ₹6,386.25 Lowest | 6.82 ₹8,710.85 |
| 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 | 134.46 | cum | 3,300 ₹4,43,711.4 | 3,260.13 ₹4,38,350.56 Lowest |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 1,449.25 | sqm | 80 ₹1,15,940 | 78.18 ₹1,13,302.37 Lowest |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 1,449.25 | sqm | 17 ₹24,637.25 | 16.93 ₹24,535.8 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 113.95 | sqm | 14 ₹1,595.3 Lowest | 14.13 ₹1,610.11 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 1,563.2 | sqm | 258.14 ₹4,03,524.45 | 252.2 ₹3,94,239.04 Lowest |
| 1.01 | OD466324/2024-2025:Surface dressing of the ground including removing vegetation and in equalities not exceeding
15cm deep and disposal of rubbish to the sides of the road, lead up to 50m and lift up to
1.5m.All kinds of soil | 303 | 1 sqm | 29 ₹8,787 | 28.43 ₹8,614.29 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 30.3 | cum | 7,900 ₹2,39,370 | 7,843.1 ₹2,37,645.93 Lowest |
| 1.01 | OD466323/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 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 40 cm x 40 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. (Derived from MoRD spec 10.3.A.2) | 0.9 | sqm | 10,000 ₹9,000 Lowest | 11,809.37 ₹10,628.43 |
Tender Value
₹12.7 L
EMD Value
₹31,670
Closing Date
10 Jun 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE LIDEW AYMANAM GP
Office of the assistant engineer LIDEW Section aymanam gp
LRRP 2024-25 Ettumanoor LAC Dl.No.2319 -Improvement of Pulikkuttissery Prappuzha Chenapady road (second reach) Ettumamaoor BP Aymanam G.P(Retender)
2025_LSGD_760309_13
LRRP 383/25
Open Tender
Civil Works - Roads
Item Rate
180 days
Aymanam GP
Please refer tender document
9 documents required · 9 mandatory
₹2,760
Yes
₹31,670
Yes
6 Aug 2025
2 Jun 2025
12 Jun 2025
2 Jun 2025
10 Jun 2025
2 Jun 2025
Amount
Tarring
OD466322/2024-2025:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous road Surface to a Depth of 150 mm by Mechanical Means and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site
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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)
OD466324/2024-2025:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish to the sides of the road, lead up to 50m and lift up to 1.5m.All kinds of soil
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD466323/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 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 40 cm x 40 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. (Derived from MoRD spec 10.3.A.2)
NIDHIN MATHEW (BID ID -2223084)
Bidder Name
NIDHIN MATHEW
Ratheesh p s
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