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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical PIRAVOM PO ERNAKULAM PIN 686664 | ERNAKULAM | ERNAKULAM | KERALA | 686664 | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical KAVALA JELLY RORD | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | T M SCARIA L4 | P P CHACKO L1 | Sijimol George L3 | T V Manoj L2 |
|---|---|---|---|---|---|---|---|
| 1.00retarring | |||||||
| 1.00 | OD326362/2025-2026:SCARIFYING the existing Bituminous surface then Spreading/laying and Compacting the
scarified material and preparing a rigid stratum, for preparing WMM surface, using 3 wheeler
80-100kN static roller @16cum/hr etc complete | 627.2 | sqm | 7.61 ₹4,772.99 | 6.9 ₹4,327.68 Lowest | 7.51 ₹4,710.27 | 7.13 ₹4,471.94 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 47.04 | cum | 3,656.87 ₹1,72,019.16 | 3,315.57 ₹1,55,964.41 Lowest | 3,611.87 ₹1,69,902.36 | 3,428.09 ₹1,61,257.35 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 627.2 | sqm | 78.36 ₹49,147.39 | 71.05 ₹44,562.56 Lowest | 77.4 ₹48,545.28 | 73.46 ₹46,074.11 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 627.2 | sqm | 18.42 ₹11,553.02 | 16.7 ₹10,474.24 Lowest | 18.19 ₹11,408.77 | 17.27 ₹10,831.74 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 627.2 | sqm | 281.98 ₹1,76,857.86 | 255.66 ₹1,60,349.95 Lowest | 278.51 ₹1,74,681.47 | 264.34 ₹1,65,794.05 |
| 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) | 8.96 | cum | 8,957.06 ₹80,255.26 | 8,121.07 ₹72,764.79 Lowest | 8,846.82 ₹79,267.51 | 8,396.67 ₹75,234.16 |
Tender Value
₹5.1 L
EMD Value
₹12,682
Closing Date
28 Jan 2026, 3:00 pmClosed
ASSISTANT ENGINEER
LSGD SECTION VELLOOR
Annual Plan-99/2025-26 Velloor GP PAARAYPPADI ANGANWADI ROAD RETARRING IN WARD-10
2026_LSGD_829323_1
52/AE/LSGD/VELLOOR/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Velloor
Bank Details
Registration details
12 documents required · 12 mandatory
₹1,120
₹12,682
21 Feb 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
retarring
OD326362/2025-2026:SCARIFYING the existing Bituminous surface then Spreading/laying and Compacting the scarified material and preparing a rigid stratum, for preparing WMM surface, using 3 wheeler 80-100kN static roller @16cum/hr etc complete
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)
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)
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