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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₹12.4 LAccepted-AOC KOTTAKKAL TIRUR MUNICIPALITY KERALA | L1 | Accepted-AOC L1 accepted | |
| 2 | Rejected-Technical KADAVATH BUILDING NORTH ANNARA TIRUR | - | Rejected-Technical L1 accepted | |
| 3 | Rejected-Technical 23 2221 CS 2ND FLOOR KOLAKKADAN BUILDING METHOTTUTHAZHAM KOZHIKODE KERALA 673016 | KOZHIKODE | KOZHIKODE | KERALA | 673016 | - | Rejected-Technical L1 accepted |
| Sl No | Description | Qty | Unit | HASCON CONSTRUCTIONS AND INTERIORS L3 | Coretech Constructions LLP L2 | MOHANDAS P L1 |
|---|---|---|---|---|---|---|
| 1.00Interlocking , Irish drain& Retaring | ||||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. | 72.92 | sqm | 272.38 ₹19,861.95 | 300 ₹21,876 | 268 ₹19,542.56 Lowest |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 56.25 | sqm | 355.18 ₹19,978.88 | 400 ₹22,500 | 350 ₹19,687.5 Lowest |
| 1.00 | 5.2.1a:Tack Coat 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. | 792.2 | sqm | 12.7 ₹10,060.94 | 13 ₹10,298.6 | 12.5 ₹9,902.5 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 Manual Means :- Type A (II) Bitumen (S-65) | 792.2 | sqm | 243.33 ₹1,92,766.03 | 250 ₹1,98,050 | 239 ₹1,89,335.8 Lowest |
| 1.00 | 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. | 345.8 | sqm | 9.78 ₹3,381.92 | 9.63 ₹3,330.05 Lowest | 9.63 ₹3,330.05 Lowest |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 51.87 | cum | 2,958.19 ₹1,53,441.32 | 2,913 ₹1,51,097.31 Lowest | 2,913 ₹1,51,097.31 Lowest |
| 1.01 | OD42844/2024-2025:OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504. | 345.8 | sqm | 1,003.85 ₹3,47,131.33 | 987 ₹3,41,304.6 Lowest | 987 ₹3,41,304.6 Lowest |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 95.75 | cum | 63.81 ₹6,110 | 62 ₹5,936.69 Lowest | 62 ₹5,936.69 Lowest |
| 1.01 | OD42732/2024-2025:[OD from DAR 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 | 38.3 | cum | 930.82 ₹35,651.34 | 916 ₹35,083.72 Lowest | 916 ₹35,083.72 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,779
Closing Date
18 Feb 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 Executive Engineer
O/o Assistant Executive Engineer, LSGD Engineering Wing, Tirur Municipality
LRRP-LRRP 2024-25-Thirur LAC - Sl.No-1598 Thumarakkavu Road Ward No 7 at Tirur Municipality ,Malappuram District
2025_LSGD_735438_15
07/Etender/2024-25/Item rate
Open Tender
Civil Works - Roads
Item Rate
120 days
Tirur Minicipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,779
Yes
30 Aug 2025
7 Feb 2025
20 Feb 2025
7 Feb 2025
18 Feb 2025
7 Feb 2025
Amount
Interlocking , Irish drain& Retaring
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 Manual Means :- Type A (II) Bitumen (S-65)
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
OD42844/2024-2025:OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
OD42732/2024-2025:[OD from DAR 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
OD42733/2024-2025:[OD from MORD 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 (excluding form work) (i) Nominal mix (1:2:4)
OD433381/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground 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 symbols etc. (Derived from MoRD spec 10.3.A.2)
Coretech Constructions LLP (BID ID -2114692)
HASCON CONSTRUCTIONS AND INTERIORS (BID ID -2113825)
Bidder Name
HASCON CONSTRUCTIONS AND INTERIORS
MOHANDAS P
Coretech Constructions LLP
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