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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC | ₹13.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹13.5 L+₹14,685.05 (1.10%)Rejected-AOC | ₹13.5 L+₹14,685.05 (1.10%) | L2 | Rejected-AOC L2 |
| 3 | L3₹14.8 L+₹1.4 L (10.2%)Rejected-AOC | ₹14.8 L+₹1.4 L (10.2%) | L3 | Rejected-AOC L3 |
| 4 | L4₹14.9 L+₹1.5 L (11.3%)Rejected-AOC | ₹14.9 L+₹1.5 L (11.3%) | L4 | Rejected-AOC L4 |
Tender Value
₹13.6 L
EMD Value
₹33,884
Closing Date
27 Mar 2025, 1:00 pmClosed
Assistant Engineer LID EW Section Meloor GP
Assistant Engineer LID EW Section Meloor GP
RE E Tender LRRP 2024-25, CHALAKUDY LAC,SL.NO.21 KALADY CENTRE ROAD,MELOOR GP, CHALAKUDY BP ,TRISSUR DISTRICT -ROAD RENNOVATION
2025_LSGD_751650_1
ET7/AE/LSGD/MLR/24-25
Open Tender
Civil Works - Roads
Item Rate
30 days
MELOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,884
Yes
9 Apr 2025
19 Mar 2025
29 Mar 2025
19 Mar 2025
27 Mar 2025
19 Mar 2025
Amount
MAINTENANCE
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry 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 <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 <br> Type A <br> (II) Bitumen (S-65)
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD432316/2024-2025: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)
10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
OD432315/2024-2025:Printing New Letters and Figures of any Shade - Printing new letter and figures of any shade with synthetic enamel paint white colour to give an even shade as per drawings and Technical Specification Clause 1701 - Malayalam (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only) (Modified 10.1.1)
OD442268/2024-2025:Supplying and fixing 18mm thick granite name board of any colour including lettering,labour for fixing,carriage etc complete.
GEORGE K T (BID ID -2177911)
MIDHUN THOMAS (BID ID -2178426)
CHALAKUDY REGIONAL CO OPERATIVE SOCIETY LTD (BID ID -2177547)
Bidder Name
GEORGE K T
CHALAKUDY REGIONAL CO OPERATIVE SOCIETY LTD
Davis M. T
MIDHUN THOMAS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1218250.pdf
boq_comp_chart.xlsx
xlsx
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