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Tender ID
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₹16.9 LAccepted-AOC P B ANIL KUMAR P B ANIL KUMAR 138 CHAPPARAPADAVU KANNUR KERALA | KERALA | L1 | Accepted-AOC Accepted Vide Resolution No.1/1 dt 05.04.2025 of Taliparamba BP | |
| 2 | L2₹17.1 L+₹17,480.18 (1.03%)Rejected-AOC SAJI SEBASTIAN PO 670571 | KANNUR | KERALA | 670571 | L2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹16.9 L
EMD Value
₹42,357
Closing Date
28 Mar 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
The Assistant Engineer, LID and EW Subdivision ,Thaliparamba Block Panchayath
LRRP-LRRP 2024-25-Irrikur LAC - Sl No. 424 - Thalippara Muthusseri Parappa Road in Udayagiri GP under Taliparamba BP of Kannur District.-General Civil Work
2025_LSGD_752976_3
AE/TPBA/ETEN0.8/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Thaliparamba BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,357
Yes
12 Jul 2025
20 Mar 2025
1 Apr 2025
20 Mar 2025
28 Mar 2025
20 Mar 2025
Amount
Road Retarring
2.14.1.A:Dismantling of Flexible Pavements <br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br>(I) By Manual Means <br> (A) Bituminous Courses
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
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.1.1pb: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 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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD442964/2024-2025: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 , 2mm thick/ aluminium composite material sheeting 4mm thick with area not exceeding 0.9sqm , with suitable back supporting frame of MS angle 40*40*6 and supported on G I pipe of pole 50mm 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 40cm*40cm*60cm, 60cm below ground level including painting all exposed surface with 2coats 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)
SAJI SEBASTIAN (BID ID -2180619)
Bidder Name
SAJI SEBASTIAN
ANIL KUMAR P B
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1221700.pdf
boq_comp_chart.xlsx
xlsx
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