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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₹8.1 LAccepted-AOC STADIUM BUILDING NALLUR FEROKE 673631 | FEROKE | KOZHIKODE | KERALA | 673631 | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | L2₹7.8 L−₹22,640.89 (2.81%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹8.4 L
EMD Value
₹21,120
Closing Date
2 Dec 2024, 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
LID AND EW RAMANATTUKARA MUNICIPALITY
PLEASE REFER TENDER DOCUMENTS
2024_LSGD_709094_1
AE/RKARA/12/24-25
Open Tender
Civil Works - Roads
Item Rate
RAMANATTUKARA MUNCIPALITY
PLEASE REFER TENDER DOCUMENTS
10 documents required · 10 mandatory
₹1,865
Yes
₹21,120
Yes
15 Jan 2025
25 Nov 2024
4 Dec 2024
25 Nov 2024
2 Dec 2024
25 Nov 2024
Amount
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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD243780/2024-2025:Granular sub-base/base/surface course with using departmental material local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD250595/2024-2025:Providing and laying factory made chamfered edge Cement concrete paver block in Road/footpath etc.. of required strength, thickness, size shape mae by table vibratory method using PU mould, laid in required colour ,& pattern over 50mm thick compacted bed of 6mm metal, complacting and proper embedding/laying of inter locking paver blocks into the sand bedding layers through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer in charges 0.80 mm thick CC paver block of approved colour design and pattern.
OD219373/2024-2025: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203&lt;br&gt;III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) ( Modified 11.4.3.1 excluding centering shuttering
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.
75.5.2.2pb: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 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 <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)
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
OD220079/2024-2025:Providing and fixing Granite of any colour and shade for Name Board of required size land over base of cement mortar 1:4 (1cement 4 coarse sand ) including all charges etc.. complete at all levels.
NASEEM VALAPPAN (BID ID -1994696)
Secretary,Feroke Co-operative Labour Contract Society Ltd.No.D2855 (BID ID -1995958)
Bidder Name
ANILKUMAR PT
NASEEM VALAPPAN
Secretary,Feroke Co-operative Labour Contract Society Ltd.No.D2855
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1112060.pdf
boq_comp_chart.xlsx
xlsx
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