Loading…
New: tenders and results on WhatsApp
New: Find tenders, results and companies on WhatsApp, by text or voice note
Loading…
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₹11.4 LAccepted-AOC N M 3 638 VP BUILDING | L1 | Accepted-AOC L1 accepted | |
| 2 | L2₹11.7 L+₹22,850.57 (2.00%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical KUPPANATH HOUSE 5TH MILE AMARAMABALM POST PIN 679332 | MALAPPURAM | KERALA | 679332 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical KERALA KL | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical 1507 SUB TREASURY NILAMBUR | KANNUR | KERALA | 670612 | - | Rejected-Technical L5 |
Tender Value
₹12.7 L
EMD Value
₹31,741
Closing Date
7 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
AE amarambalam
LRRP-LRRP 2024-25 NILAMPUR LAC(SL NO 3271) MAINTENANCE TO PAYAMPADAM VATTAPPADAM KULANGARAPOYIL ROAD
2025_LSGD_743022_3
TN 03/2025/AE/LID EW/AMR
Open Tender
Civil Works - Roads
Item Rate
Amarambalam G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,741
Yes
27 May 2025
27 Feb 2025
10 Mar 2025
27 Feb 2025
7 Mar 2025
27 Feb 2025
Amount
RETARRING WORK
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.
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.2: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. (ii) For Grading II Material
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
5.1.1a:Prime Coat :- Low porosity 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
5.2.3a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
Name board
OD435556/2024-2025:Providing and fixing of direction and place identification Retro-reflectorised Sign with 7 years warranty manufactured as per IRC:67 made of prismatic grade sheeting fixed over aluminium sheeting,2 mm thick aluminium composit material sheeting 4mm thick with area not exceeding 0.9 sqm,aoviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm ,with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB -2nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concretemin size 40cmx40cmx60cm,60cm below gound 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 sympols etc.(Derived from MORD spec 10.3.A.2)
Jyothish (BID ID -2142848)
RAJAMOHANAN K (BID ID -2139190)
MAMMAD K. (BID ID -2142039)
SAMSON M JOHN (BID ID -2142794)
Bidder Name
Jyothish
MAMMAD K.
SAMSON M JOHN
RAJAMOHANAN K
Nilambur Taluk Labour Contract Co-operative Society Limited
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .