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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.9 LAccepted-AOC | l1 | Accepted-AOC LOWEST ONE ACCEPTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | JOY JOSEPH L2 | ROY JOSE L1 | UDAYAPURAM LABOUR CONTRACT SOCIETY L3 |
|---|---|---|---|---|---|---|
| 1.00Retaining wall & CROSS DRAIN | ||||||
| 1.00 | 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. | 14.52 | cum | 64.85 ₹941.62 | 60.55 ₹879.19 Lowest | 65.74 ₹954.54 |
| 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 | 1.28 | cum | 8,255.59 ₹10,567.16 | 7,769.39 ₹9,944.82 | 7,607.98 ₹9,738.21 Lowest |
| 1.00 | 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) | 2.88 | cum | 8,122.66 ₹23,393.26 | 7,592.31 ₹21,865.85 Lowest | 8,610.73 ₹24,798.9 |
| 1.00 | 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 | 2.78 | cum | 9,022.33 ₹25,045.99 | 9,025.44 ₹25,054.62 | 8,995.8 ₹24,972.34 Lowest |
| 1.00 | 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 | 0.27 | tonne | 93,632.28 ₹24,999.82 | 87,112.03 ₹23,258.91 Lowest | 1,02,903.9 ₹27,475.34 |
| 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) | 3.4 | cum | 8,482.64 ₹28,840.98 | 7,929.03 ₹26,958.7 Lowest | 8,598.79 ₹29,235.89 |
| 2.00ROAD IMPROVEMENT | ||||||
| 2.00 | 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) | 88.3 | sqm | 390.65 ₹34,494.4 | 355.97 ₹31,432.15 Lowest | 386.63 ₹34,139.43 |
| 2.00 | 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. | 925.2 | sqm | 13.74 ₹12,712.25 | 12.56 ₹11,620.51 Lowest | 13.7 ₹12,675.24 |
Tender Value
₹4.2 L
EMD Value
₹10,571
Closing Date
18 Aug 2025, 6:00 pmClosed
satheeshan mk
Office of the Assistant Engineer, LIDEW Section, Kodom belur Grama Panchayat
KODOM BELUR GP PRO NO 233/2025-26-CHULLIKARA THOONGAL MICHABHOOMI ROAD IMPROVEMENT
2025_LSGD_783842_52
04/2025-26/AE/LSGD/KB
Open Tender
Civil Works - Roads
Item Wise
180 days
kodom belur
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,571
Yes
14 Oct 2025
11 Aug 2025
20 Aug 2025
11 Aug 2025
18 Aug 2025
11 Aug 2025
Amount
Retaining wall & CROSS DRAIN
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.
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
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
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)
ROAD IMPROVEMENT
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)
JOY JOSEPH (BID ID -2293031)
UDAYAPURAM LABOUR CONTRACT SOCIETY (BID ID -2293731)
Bidder Name
UDAYAPURAM LABOUR CONTRACT SOCIETY
ROY JOSE
JOY JOSEPH
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