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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-AOC | L1 | Accepted-AOC acept | |
| 2 | L2₹21.0 L+₹15,539.01 (0.74%)Rejected-AOC MADAPALLIKUNNEL H POONJAR | L2 | Rejected-AOC reject | |
| 3 | L3₹21.6 L+₹72,679.58 (3.48%)Rejected-Finance MUKALEL HOUSE KUMILY | IDUKKI | KERALA | 685501 | L3 | Rejected-Finance HIGHER RATE | |
| 4 | L4₹22.8 L+₹1.9 L (9.09%)Rejected-Finance ERATTUPETTA BLOCK PANCHAYATH KERALA | L4 | Rejected-Finance HIGHER RATE |
Tender Value
₹23.7 L
EMD Value
₹50,000
Closing Date
4 Apr 2025, 4:00 pmClosed
JAYAPRAKASH R
Office of the Assistant Engineer, LIDEW Section, Thalappalam Grama Panchayat
Local Rural Road Renovation Project- Thalappalam GP- Panakapalam Incholikavu Road in ward 9 -LRRP Thalappalam GP- 2024-25-General Civil Work
2025_LSGD_752628_9
03/2025/AE/LIDEW/TLP
Open Tender
Civil Works - Roads
Item Rate
150 days
Thalappalam GP
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹50,000
Yes
27 Jul 2025
20 Mar 2025
7 Apr 2025
20 Mar 2025
4 Apr 2025
20 Mar 2025
Amount
Panakkapalam Incholikkavu Road
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
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.
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 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.
75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means Type A (II) Bitumen (S-65)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD485024/2024-2025:Providing and fixing of direction and place identtification retro - reflectorised sign with 7 years warranty manufactured as per IRC-67 made type IV micro prismatic grade sheeting fixed over aluminium sheeting , 2m thick /aluminium composite material sheeting 4 mm thick with area not exceeding 0.90 sqm with suitable back supportting frame of M.S angle 40x40x6 and supported G.I pole 50 mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 40 cm x 40 cm x 60 cm , 60 cm below ground level including paiting all exposed surface with 2 coats of epoxy paiting over epoxy primer and as perapproved drawing and clause 801 including lettering symbols etc. ( Derived from Mord specification 10.3.A.2)
SAJI M M (BID ID -2179589)
Jomy Mathew (BID ID -2183161)
Denny Jose (BID ID -2186092)
Bidder Name
Jomy Mathew
Denny Jose
SAJI M M
NILESH ABRAHAM
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1221320.pdf
boq_comp_chart.xlsx
xlsx
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