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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 CrAccepted-AOC | ₹1.5 Cr | 1 | Accepted-AOC L1 BIDDER |
| 2 | Rejected-Technical 17 437 MARYSADAN BUILDING NEELEESWARAM P O KALADY ERNAKULAM KERALA INDIA 683574 | KALADY | ERNAKULAM | KERALA | 683574 | - | - | Rejected-Technical L2 BIDDER |
| 3 | Rejected-Technical MATHRAKKATTU BRAHMAPURAM P O AMBALAMEDU ERNAKULAM 682 303 | ERNAKULAM | ERNAKULAM | KERALA | 682303 | - | - | Rejected-Technical L3 BIDDER |
| Sl No | Description | Qty | Unit | MAS CONSTRUCTIONS L1 | YES YEM CONSTRUCTION L3 | MARYSADAN PROJECTS PVT LTD L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1,350 | cum | 384.55 ₹5,19,142.5 Lowest | 450.33 ₹6,07,945.5 | 397 ₹5,35,950 |
| 1.00 | OD546678/2024-2025::DR Packing under Foundation - Dry stone packing under foundation with good
quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of
departmental officers at siteModified 60.7.2 | 1,350 | cum | 2,692.34 ₹36,34,659 Lowest | 3,152.9 ₹42,56,415 | 3,100 ₹41,85,000 |
| 1.00 | 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 | 405 | cum | 2,907.29 ₹11,77,452.45 Lowest | 3,404.63 ₹13,78,875.15 | 3,337 ₹13,51,485 |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 337.5 | cum | 3,266.81 ₹11,02,548.38 Lowest | 3,825.65 ₹12,91,156.88 | 3,750 ₹12,65,625 |
| 1.00 | OD546679/2024-2025:providing and laying of interlocking concrete block pavements using 100 mmM40 by hydraulic blocks of approved size design shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of75 mm average thickness, etc, all complete as er the direction of engineer in charge. | 2,250 | sqm | 1,190.23 ₹26,78,017.5 Lowest | 1,393.84 ₹31,36,140 | 1,230 ₹27,67,500 |
| 1.01 | 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) | 6.45 | cum | 8,001.64 ₹51,610.58 Lowest | 9,370.46 ₹60,439.47 | 8,200 ₹52,890 |
| 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. | 372 | cum | 58.22 ₹21,657.84 Lowest | 68.17 ₹25,359.24 | 60 ₹22,320 |
| 1.01 | OD546677/2024-2025:Engaging Mancoolies | 35 | no | 981.93 ₹34,367.55 Lowest | 1,149.9 ₹40,246.5 | 1,015 ₹35,525 |
| 1.01 | 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 | 46.5 | cum | 7,840.27 ₹3,64,572.56 Lowest | 9,181.48 ₹4,26,938.82 | 8,100 ₹3,76,650 |
Tender Value
₹1.8 Cr
EMD Value
₹50,000
Closing Date
18 Jun 2025, 3:00 pmClosed
SE Ernakulam
SE Ernakulam
ROAD FORMATION THROUGH THE CORPORATION OFFICE TO CHITHRAPUZHA KADAVU (NEAR WATER TANK) AT BRAHMAPURAM
2025_LSGD_768878_1
ROAD FORMATION THROUGH THE CORPORATION OFFICE TO CHITHRAPUZHA KADAVU (NEAR WATER TANK) AT BRAHMAPURA
Open Tender
Civil Works - Roads
Item Rate
180 days
Ernakulam
Please refer Tender documents.
8 documents required · 8 mandatory
₹6,508
₹50,000
18 Sept 2025
11 Jun 2025
20 Jun 2025
11 Jun 2025
18 Jun 2025
11 Jun 2025
Amount
ROAD WORK
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD546678/2024-2025::DR Packing under Foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.2
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
4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead
OD546679/2024-2025:providing and laying of interlocking concrete block pavements using 100 mmM40 by hydraulic blocks of approved size design shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of75 mm average thickness, etc, all complete as er the direction of engineer in 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)
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.
OD546677/2024-2025:Engaging Mancoolies
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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
13.1.1.3:Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 . 1. R.C.C grade M20 (iii) For design mix RCC M20
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
MARYSADAN PROJECTS PVT LTD (BID ID -2227300)
YES YEM CONSTRUCTION (BID ID -2226942)
Bidder Name
MAS CONSTRUCTIONS
YES YEM CONSTRUCTION
MARYSADAN PROJECTS PVT LTD
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