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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹6.1 LAccepted-AOC | ₹6.1 L | LI | Accepted-AOC LI |
| 2 | LII₹6.2 LRejected-AOC | ₹6.2 L | LII | Rejected-AOC LII |
| Sl No | Description | Qty | Unit | RETHEESH D L1 | P T Venu L2 |
|---|---|---|---|---|---|
| 1.00RETARRING | |||||
| 1.00 | OD270321/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density and consolidation by ramming etc complete. for improving the CBR value of subgrad | 15 | cum | 1,600 ₹24,000 Lowest | 1,600 ₹24,000 Lowest |
| 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 | 78 | cum | 4,000 ₹3,12,000 Lowest | 4,100 ₹3,19,800 |
| 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 | 520 | sqm | 78 ₹40,560 Lowest | 82 ₹42,640 |
| 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. | 520 | sqm | 17 ₹8,840 Lowest | 20 ₹10,400 |
| 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) | 520 | sqm | 275 ₹1,43,000 Lowest | 280 ₹1,45,600 |
| 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) | 9.6 | cum | 8,800 ₹84,480 | 8,500 ₹81,600 Lowest |
Tender Value
₹5.6 L
EMD Value
₹14,001
Closing Date
23 Jan 2025, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER, CHERTHALA MUNICIPALITY
ANNUAL PLAN-CHERTHALA MUNICIPALITY PRO NO.1/2024-25 -RETARRING OF NEDUMBRAKAD COIR SOCIETY ROAD WARD- 5
2025_LSGD_725946_1
4/2024-25/AE/CMC
Open Tender
Civil Works - Roads
Item Rate
180 days
CHERTHALA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,235
₹14,001
9 Aug 2026
14 Jan 2025
25 Jan 2025
14 Jan 2025
23 Jan 2025
14 Jan 2025
Amount
RETARRING
OD270321/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density and consolidation by ramming etc complete. for improving the CBR value of subgrad
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)
P T Venu (BID ID -2073147)
Bidder Name
RETHEESH D
P T Venu
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