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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 | 1₹24.4 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
3 Jul 2024, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer District panchayath Palakkad
LAC-ADS-Thrithala Constituency-2023-24- Construcion of Various works in Chalissery Grama Panchayath
2024_LSGD_677438_13
02/D1/ET/EE/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Thrithala
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
12 Sept 2024
25 Jun 2024
5 Jul 2024
25 Jun 2024
3 Jul 2024
25 Jun 2024
Amount
KHADEEJA MANSIL IMBICHI BAVA ROAD
OD217145/2023-2024: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
OD217144/2023-2024: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
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)
OD217143/2023-2024:Engraving letters in hard stone for granite 100X75 cm size name board for inauguration (including granite board & lettering) Erecting and fixing charges etc
CHOUCHERI KULAKKUNNU ROAD
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.
OD270054/2023-2024: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
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)
OD212643/2023-2024:FILLING UP POTHOLES( cut and formed to regular shapes and all loose and defective materials removed) after supplying and prime coat of hot bitumen using 36 broken stone and compacting with power roller to get 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.
75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means Type A (II) Bitumen (S-65)
OD270053/2023-2024:Engraving letters in hard stone for granite 100X75 cm size name board for inauguration (including granite board & lettering) Erecting and fixing charges etc
KAIPRAKKUNNU EDAMALA ROAD
OD215770/2023-2024: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
OD215769/2023-2024: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
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)
OD215768/2023-2024:Engraving letters in hard stone for granite 100X75 cm size name board for inauguration (including granite board & lettering) Erecting and fixing charges etc
KAVUKKOD OTTAKKALI THODINU KURUKE PALAM NIRMANAM
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD305706/2023-2024:Engraving letters in hard stone for granite 100X75 cm size name board for inauguration (including granite board & lettering) Erecting and fixing charges etc
KAVUKKOD OTTAKKALI THODINU KURUKE PALAM NIRMANAM
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
Jayaprakash T-Workscontractor
Bidder Name
Jayaprakash T-Workscontractor
Sasidharan.k
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1053854.pdf
boq_comp_chart.xlsx
xlsx
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