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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.1 LAccepted-AOC | 1 | Accepted-AOC The negotiated rate of the L1 Bidder was approved by Thuravoor GP | |
| 2 | 2₹19.7 L+₹40,247.95 (2.09%)Rejected-Finance | 2 | Rejected-Finance L2 Bidder | |
| 3 | 3₹20.1 L+₹84,729.60 (4.40%)Rejected-Finance | 3 | Rejected-Finance L3 Bidder |
| Sl No | Description | Qty | Unit | SABU SEBASTIAN L2 | K. K. YACOB L1 | BABY M J L3 |
|---|---|---|---|---|---|---|
| 1.00Road Pavement Tiles | ||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 339.29 | cum | 50.72 ₹17,208.69 | 49.69 ₹16,859.22 Lowest | 51.87 ₹17,598.87 |
| 1.00 | OD312739/2025-2026:Sectioning up to 150 mm and forming the surface for OLD road way leveling, cambering etc complete as per direction of Engineer in charge | 729.5 | sqm | 194.37 ₹1,41,792.92 | 190.39 ₹1,38,889.51 Lowest | 198.77 ₹1,45,002.72 |
| 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 | 54.71 | cum | 3,097.55 ₹1,69,476.25 | 3,034.13 ₹1,66,006.35 Lowest | 3,167.65 ₹1,73,311.63 |
| 1.00 | OD508997/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic
blocks of approved size, design & shape, laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the
direction of Engineerin-charge | 729.5 | sqm | 1,076.79 ₹7,85,518.31 | 1,054.74 ₹7,69,432.83 Lowest | 1,101.15 ₹8,03,288.93 |
| 1.00 | 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) | 5.58 | cum | 8,525.29 ₹47,571.12 | 8,350.74 ₹46,597.13 Lowest | 8,718.21 ₹48,647.61 |
| 1.01 | OD509040/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site. | 69.25 | cum | 3,860.68 ₹2,67,352.09 | 3,781.64 ₹2,61,878.57 Lowest | 3,948.05 ₹2,73,402.46 |
| 1.01 | 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) | 4.25 | cum | 8,829.45 ₹37,525.16 | 8,648.67 ₹36,756.85 Lowest | 9,029.25 ₹38,374.31 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.34 | tonne | 93,205.82 ₹31,689.98 | 91,297.51 ₹31,041.15 Lowest | 95,315.01 ₹32,407.1 |
| 1.01 | 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 | 69.54 | cum | 409.71 ₹28,491.23 | 401.32 ₹27,907.79 Lowest | 418.98 ₹29,135.87 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
21 Oct 2025, 6:00 pmClosed
Herry Thomas
O/o Assistant Engineer LID and EW Section Thuravoor GP
LRRP-2024-2025 Angamaly LAC-Srl. No. 1062 - Vathakadu Kokkunnu Canal Bund Road - Thuravoor GP - Ernakulam District
2025_LSGD_809508_1
Tender 6/Thuravoor GP /Angamaly /2025- 26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thuravoor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
24 Dec 2025
14 Oct 2025
23 Oct 2025
14 Oct 2025
21 Oct 2025
14 Oct 2025
14 Oct 2025 - 21 Oct 2025
Amount
Road Pavement Tiles
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD312739/2025-2026:Sectioning up to 150 mm and forming the surface for OLD road way leveling, cambering etc complete as per direction of Engineer in charge
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
OD508997/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-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)
OD509040/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site.
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
OD430514/2024-2025:Providing P.C.C grade M 10 (i)Nominal mix 1:4:8 concrete for plain/reinforced concrete using 40mm graded aggregates.OD30 MORD - modified 11.4.1.1 (Cement content changed to170kg)
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)
OD247901/2025-2026:Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2
OD434269/2024-2025: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)
SABU SEBASTIAN (BID ID -2400221)
BABY M J (BID ID -2400380)
Bidder Name
BABY M J
K. K. YACOB
SABU SEBASTIAN
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