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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 | 1st₹10.0 LAccepted-AOC BINALA SI PO | NALANDA | BIHAR | 801301 | 1st | Accepted-AOC lowest | |
| 2 | Rejected-Technical 1205 SUB TREASURY KOLENCHERY | ERNAKULAM | KERALA | 680667 | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical 12050318 NIRMALAPC 1205 SUB TREASURY KOLENCHERY | THRISSUR | KERALA | 680667 | - | Rejected-Technical L3 |
Tender Value
₹10.2 L
EMD Value
₹25,410
Closing Date
29 Jan 2025, 10:00 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 EW Section Mazhuvannoor Grama Panchayat
Annual Plan MZVR 2024 25 Project NO 335 SNDP Kuzhoor Kshethram Road Maintenance Ward II in Mazhuvannoor Grama Panchayath RE TENDER
2025_LSGD_727595_6
7/AE/LID EW/MZVR/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Mazhuvannoor GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹25,410
Yes
7 Apr 2025
20 Jan 2025
30 Jan 2025
20 Jan 2025
29 Jan 2025
20 Jan 2025
Amount
Maintenance
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.
75.5.2.1pb: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.
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)
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
4.1.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
OD122528/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD122859/2024-2025:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge
OD285552/2024-2025:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4(1 cement :2 fine aggregate : 4 coarse aggregate ) laid to required slope and camber in panels (@3m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tampering etc.complete Max. size of course aggregate not exceeding 25mm, mixed in complete mixer in concrete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
K.V.Mathew (BID ID -2079356)
Prakash M.M (BID ID -2080733)
Bidder Name
Prakash M.M
MP MAKKAR
K.V.Mathew
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1158733.pdf
boq_comp_chart.xlsx
xlsx
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