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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC Lowest bid | |
| 2 | L2₹4.4 L+₹21,879.09 (5.21%)Rejected-Finance | L2 | Rejected-Finance Highest bid |
| Sl No | Description | Qty | Unit | SHAHARIYAD T L1 | Shameer K L2 |
|---|---|---|---|---|---|
| 1.00ROAD RE-TARRING AND IRISH DRAIN | |||||
| 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) | 117.9 | sqm | 358.77 ₹42,298.98 Lowest | 400 ₹47,160 |
| 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. | 585 | sqm | 12.83 ₹7,505.55 Lowest | 15 ₹8,775 |
| 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) | 585 | sqm | 245.79 ₹1,43,787.15 Lowest | 250 ₹1,46,250 |
| 1.00 | OD393727/2024-2025:(modified 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 | 28.08 | per sqm | 30.03 ₹843.24 Lowest | 40 ₹1,123.2 |
| 1.00 | OD393768/2024-2025: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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 28.08 | cum | 8,036.83 ₹2,25,674.19 Lowest | 8,500 ₹2,38,680 |
Tender Value
₹4.2 L
EMD Value
₹10,503
Closing Date
25 Feb 2025, 6:00 pmClosed
Assistanf Engineer
Valanchery Municipality
Annual Plan 2024 25 Valanchery Municipality Improvements to Naripatta Vadakkumuri Link Road in Div 26 Pr No 419 25
2025_LSGD_738974_2
02 2025 AE LID EW VLY II PHAS
Open Tender
Civil Works - Roads
Item Rate
180 days
Valanchery
Please refer Tender documents.
7 documents required · 7 mandatory
₹930
Yes
₹10,503
Yes
13 Jul 2026
19 Feb 2025
28 Feb 2025
19 Feb 2025
25 Feb 2025
19 Feb 2025
Amount
ROAD RE-TARRING AND IRISH DRAIN
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)
OD393727/2024-2025:(modified 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
OD393768/2024-2025: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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Shameer K (BID ID -2125085)
Bidder Name
SHAHARIYAD T
Shameer K
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