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Tender ID
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 | 1₹1.7 LAccepted-AOC | 1 | Accepted-AOC Accepted | |
| 2 | 2₹1.8 L+₹9,456.41 (5.58%)Rejected-AOC | 2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | K P Moideenkutty L2 | mohammedali T L1 |
|---|---|---|---|---|---|
| 1.00Road Improvement Work | |||||
| 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. | 49.16 | sqm | 320 ₹15,731.2 | 295.49 ₹14,526.29 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. | 354 | sqm | 20 ₹7,080 | 13.73 ₹4,860.42 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) | 354 | sqm | 285 ₹1,00,890 | 275.36 ₹97,477.44 Lowest |
| 1.00 | OD20464/2025-2026:(OD from DAR 2.28.1) Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 44.4 | sqm | 45 ₹1,998 | 33.75 ₹1,498.5 Lowest |
| 1.00 | OD20463/2025-2026:( OD from DAR 51.2.3) Filling with Quarry Muck <br> 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 | 4.44 | cum | 980 ₹4,351.2 | 944.28 ₹4,192.6 Lowest |
| 1.01 | OD20465/2025-2026:(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 required including compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4)
(excluding form work) | 5.55 | cum | 8,800 ₹48,840 | 8,446.62 ₹46,878.74 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
3 Jul 2025, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Office of the Assistant Engineer LID EW Section, Puzhakkattiri GP, Puzhakkattiri (P.O)
Annual Plan-Project No.97/2025-26-Villagepadi anganvadi road renovation in ward no.11 of Puzhakkattiri GP-General Civil Work
2025_LSGD_770583_11
AE/LIDEW/PKTY/01/2025-26
Open Tender
Civil Works - Roads
Item Rate
335 days
Villagepadi
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,236
Yes
25 Sept 2025
24 Jun 2025
5 Jul 2025
24 Jun 2025
3 Jul 2025
24 Jun 2025
Amount
Road Improvement Work
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.
5.2.1a: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)
OD20464/2025-2026:(OD from DAR 2.28.1) Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
OD20463/2025-2026:( OD from DAR 51.2.3) Filling with Quarry Muck <br> 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
OD20465/2025-2026:(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 required including compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) (excluding form work)
K P Moideenkutty (BID ID -2239176)
Bidder Name
K P Moideenkutty
mohammedali T
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finance_1257965.pdf
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