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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC EDAKKATTUVAYAL PO ERNAKULAM PIN 682313 | ERNAKULAM | KERALA | 682313 | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.4 L+₹1.0 L (19.7%)Rejected-AOC MUVATTUPUZHA PO KACHERITHAZHAM ERNAKULAM PIN 686661 | MUVATTUPUZHA | ERNAKULAM | KERALA | 686661 | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.5 L+₹1.2 L (21.9%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹5.8 L
EMD Value
₹14,500
Closing Date
5 Dec 2024, 5:00 pmClosed
Assistant Engineer
o/o AEE, LIDEW, Muvattupuzha Municipality
Annual Plan-PRO 290/24-25 RENOVATION OF MATTAPPILLY ROAD (JANASAKTHI LINK ROAD) IN WARD 2 OF MUVATTUPUZHA MUNICIPALITY
2024_LSGD_709719_8
1010/2016/AE/LSGD/MVPZA/AOC
Open Tender
Civil Works - Roads
Item Rate
180 days
Muvattupuzha
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,280
Yes
₹14,500
Yes
16 Apr 2025
27 Nov 2024
7 Dec 2024
27 Nov 2024
5 Dec 2024
27 Nov 2024
Amount
Earth Road Renovation
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
OD69184/2024-2025: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
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 <br> 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65)
Shameer N.K (BID ID -2003013)
Nirappel (BID ID -2003226)
Bidder Name
Nirappel
ALI P.P.
Shameer N.K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1114872.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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