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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 2₹2.3 L+₹3,779.42 (1.66%)Accepted-AOC | 2 | Accepted-AOC 2 | |
| 2 | 1₹2.3 LRejected-AOC | 1 | Rejected-AOC 1 |
| Sl No | Description | Qty | Unit | FASIL PALLIKKAL L2 | TERRACE INFRASTRUCTURE LLP L1 |
|---|---|---|---|---|---|
| 1.00ALUMKANDI KONOOKKARA ROAD RENOVATION | |||||
| 1.00 | OD393034/2024-2025: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 | 4.62 | cum | 320 ₹1,480 | 311 ₹1,438.38 Lowest |
| 1.00 | OD393032/2024-2025:Filling with Quarry Muck
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 | 1.85 | cum | 1,050 ₹1,942.5 | 1,034 ₹1,912.9 Lowest |
| 1.00 | OD393057/2024-2025:PROVIDING PLAIN CEMENT CONCRETE FOR ROAD WORK CC 1:2:4 laid to required slope including all cost and conveysances ( without form work) | 2.77 | cum | 8,850 ₹24,558.75 | 8,839 ₹24,528.23 Lowest |
| 1.00 | 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) | 50.93 | sqm | 395 ₹20,117.35 | 393 ₹20,015.49 Lowest |
| 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. | 23.83 | sqm | 303 ₹7,219.88 | 302 ₹7,196.06 Lowest |
| 1.01 | 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. | 600 | sqm | 15 ₹9,000 | 14.11 ₹8,466 Lowest |
| 1.01 | 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) | 600 | sqm | 275 ₹1,65,000 | 270 ₹1,62,000 Lowest |
| 1.01 | OD393033/2024-2025:Name board for Granite | 1 | each | 1,518 ₹1,518 | 1,500 ₹1,500 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,175
Closing Date
5 Feb 2025, 5:00 pmClosed
AE PALLIKKAL
AE
road
2025_LSGD_726841_40
8/AE/LSGD/PKL/2024-25
Open Tender
Civil Works - Roads
Item Rate
270 days
AE PALLIKKAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,175
Yes
22 Apr 2026
29 Jan 2025
10 Feb 2025
29 Jan 2025
5 Feb 2025
29 Jan 2025
Amount
ALUMKANDI KONOOKKARA ROAD RENOVATION
OD393034/2024-2025: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
OD393032/2024-2025:Filling with Quarry Muck 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
OD393057/2024-2025:PROVIDING PLAIN CEMENT CONCRETE FOR ROAD WORK CC 1:2:4 laid to required slope including all cost and conveysances ( without form work)
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)
5.5.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)
OD393033/2024-2025:Name board for Granite
FASIL PALLIKKAL (BID ID -2091306)
Bidder Name
TERRACE INFRASTRUCTURE LLP
FASIL PALLIKKAL
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