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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₹17.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹17.3 L+₹1,425.37 (0.08%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SATHEESH KUMAR M L1 | RAJEESH P L2 |
|---|---|---|---|---|---|
| 1.00ROAD TARRING | |||||
| 1.00 | OD513780/2024-2025:Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller as per technical specifications | 1,032 | cum | 7.7 ₹7,946.4 Lowest | 7.8 ₹8,049.6 |
| 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 | 154.8 | cum | 3,750.64 ₹5,80,599.07 Lowest | 3,750.64 ₹5,80,599.07 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 | 1,032 | sqm | 80 ₹82,560 Lowest | 80.37 ₹82,941.84 |
| 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. | 1,032 | sqm | 18 ₹18,576 Lowest | 18.9 ₹19,504.8 |
| 1.00 | 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) | 1,032 | sqm | 302.65 ₹3,12,334.8 Lowest | 302.65 ₹3,12,334.8 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) | 13.6 | cum | 9,186.7 ₹1,24,939.12 Lowest | 9,186.73 ₹1,24,939.53 |
| 1.01 | OD452392/2024-2025: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 | 13,611 ₹12,249.9 Lowest | 13,611.11 ₹12,250 |
| 2.00SIDE WALL | |||||
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 14.04 | cum | 441 ₹6,191.64 Lowest | 441.5 ₹6,198.66 |
Tender Value
₹17.3 L
EMD Value
₹43,140
Closing Date
16 Sept 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
O/O Assistant Engineer, LID EW Section, Cherthala South GP PIN 688539
LRRP-LRRP 2024-25 CHERTHALA LAC SERIAL NO 2414 -CHERTHALA SOUTH-2 MUSLIM PALLY KARUNA STOP ROAD CHERTHALA SOUTH GP KANJIKUZHY BP ALAPPUZHA DISTRICT
2025_LSGD_792254_15
2/AE/LID EW/CSGP/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Cherthala South GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹43,140
Yes
30 Oct 2025
30 Aug 2025
17 Sept 2025
30 Aug 2025
16 Sept 2025
30 Aug 2025
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tech_eval.pdf
fin_eval.pdf
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finance_1308352.pdf
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