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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.8 LAccepted-AOC | ₹40.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹41.0 L+₹12,213.47 (0.30%)Rejected-AOC | ₹41.0 L+₹12,213.47 (0.30%) | L2 | Rejected-AOC L2 |
| 3 | L3₹48.1 L+₹7.2 L (17.7%)Rejected-AOC | ₹48.1 L+₹7.2 L (17.7%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Venad Designers and Contractors Pvt. Ltd. L3 | K.G.TOMY L2 | K V Jude L1 |
|---|---|---|---|---|---|---|
| 1.00Road and drain work | ||||||
| 1.00 | OD7036/2025-2026:Preparation of Foundation for Embankment <br> <br>Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> <br>Scarifying the existing bituminous road surface to a depth of 150 mm and rolling the surface using three wheel 80 - 100 KN static Roller as per Technical Specification Clause 301.4. (based on 3.2) | 900 | sqm | 1,500 ₹13,50,000 | 11.24 ₹10,116 Lowest | 11.81 ₹10,629 |
| 1.00 | OD7035/2025-2026:Fillung up low lying and water logged areas with quarry waste, spreading in layers , levelling the top at site and consolidation by ramming to achieve the desired density etc. complete | 40 | cum | 1,400 ₹56,000 Lowest | 2,268 ₹90,720 | 2,381.81 ₹95,272.4 |
| 1.00 | OD7034/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1). Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 186 | cum | 1,450 ₹2,69,700 Lowest | 3,180.96 ₹5,91,658.56 | 3,340.52 ₹6,21,336.72 |
| 1.00 | 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 | 27.38 | cum | 7,500 ₹2,05,312.5 Lowest | 8,940.6 ₹2,44,748.93 | 9,389.06 ₹2,57,025.52 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 82.25 | cum | 7,860 ₹6,46,485 Lowest | 9,450.16 ₹7,77,275.66 | 9,924.19 ₹8,16,264.63 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 13.12 | cum | 8,160 ₹1,07,018.4 Lowest | 9,820.2 ₹1,28,791.92 | 10,312.78 ₹1,35,252.11 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.92 | tonne | 61,600 ₹2,41,472 Lowest | 99,758.5 ₹3,91,053.32 | 1,04,762.19 ₹4,10,667.78 |
| 1.01 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 34 | cum | 8,585 ₹2,91,890 Lowest | 10,297 ₹3,50,098 | 10,813.56 ₹3,67,661.04 |
| 2.00Side protection works and inauguration stone | ||||||
Tender Value
₹41.5 L
EMD Value
₹50,000
Closing Date
20 Jan 2026, 10:20 amClosed
EXECUTIVE ENGINEER
Executive Engineer Harbour Engineering Division Office Munambam
LAC ADS MLA LAC ADS St Marys Road-Improvements to St.Marys road in ward no 6 of Kadamakkudy grama panchayath in Vypin LAC General Civil Work-2025
2026_HED_826280_1
HED/CEHED/657/2025-2026
Open Tender
Civil Works - Roads
Item Wise
Kadamakkudy, vypin Ernakulam
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
29 Jul 2026
7 Jan 2026
22 Jan 2026
7 Jan 2026
20 Jan 2026
7 Jan 2026
Road and drain work
OD7036/2025-2026:Preparation of Foundation for Embankment <br> <br>Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> <br>Scarifying the existing bituminous road surface to a depth of 150 mm and rolling the surface using three wheel 80 - 100 KN static Roller as per Technical Specification Clause 301.4. (based on 3.2)
OD7035/2025-2026:Fillung up low lying and water logged areas with quarry waste, spreading in layers , levelling the top at site and consolidation by ramming to achieve the desired density etc. complete
OD7034/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1). Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
Side protection works and inauguration stone
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
16.21:Engraving letters in hard stone
8.2.2.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
Interlock tile work
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
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