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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 KANNAMBRA P O PALAKKAN DIST KANNAMBRA GRAMA PANCHAYAT KANNAMBRA INDIA | PALAKKAD | KERALA | 678686 | L1 | Accepted-AOC L1 | |
| 2 | L2₹19.9 L+₹3.0 L (17.7%)Rejected-AOC ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | KOZHIKODE | KERALA | 612906 | L2 | Rejected-AOC L2 |
Tender Value
₹16.9 L
EMD Value
₹42,369
Closing Date
4 Mar 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
Office of the Assistant Enginee LSGD Section Kannambra Grama Panchayat
LRRP 202425 TARUR LAC SI No 3341 KOLAYAKKAD SMASANAM ROAD KANNAMBRA GP PALAKKAD DISTRICT LRRP 2024 25 General Civil Work
2025_LSGD_742195_17
04/2025/AE/LSGD/KMBA/ET4
Open Tender
Civil Works - Roads
Item Rate
KANNAMBRA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,369
Yes
9 Apr 2025
24 Feb 2025
6 Mar 2025
24 Feb 2025
4 Mar 2025
24 Feb 2025
Amount
Road Retarring
OD447093/2024-2025: Filling up pot holes(cut and formed to regular shapes and all loose and defective materials removed )after supplying a prime coat of hot bitumen using 36 mm broken stone and compacting with power roller to get a compact surface
75.5.2.2pb: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 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 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)
Concreting
OD447115/2024-2025:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
OD447977/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
OD448143/2024-2025: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) Unit = sqm Taking output = 0.9 sqm
sasidharan k (BID ID -2135863)
Bidder Name
Unnikrishnan.R
sasidharan k
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1195041.pdf
boq_comp_chart.xlsx
xlsx
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