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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.3 LAccepted-AOC | ₹12.3 L | 1 | Accepted-AOC L1 |
| 2 | 2₹12.5 LRejected-AOC | ₹12.5 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | JOSEPH JOSE L1 | BIJU PETER L2 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 1.00 | OD321363/2025-2026:SCARIFYING THE EXISTING BITUMINOUS SURFACE THEN SPREADING 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 | 928.2 | sqm | 5 ₹4,641 | 7 ₹6,497.40 |
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.03 | Hectare | 47,080 ₹1,271.16 | 47,091 ₹1,271.46 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 123.51 | cum | 3,700 ₹4.6 L | 3,700 ₹4.6 L |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 982.8 | sqm | 69.5 ₹68,304.60 | 79 ₹77,641.20 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 982.8 | sqm | 14 ₹13,759.20 | 17 ₹16,707.60 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 982.8 | sqm | 295 ₹2.9 L | 300 ₹2.9 L |
| 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) | 43.51 | cum | 9,000 ₹3.9 L | 9,000 ₹3.9 L |
| 1.01 | OD321406/2025-2026:Supplying and fixing granite name board with engraved letters showing the details of work
size and matters as per the direction of departmental officials | 1 | each | 3,600 ₹3,600 | 3,400 ₹3,400 |
Tender Value
₹12.7 L
EMD Value
₹31,751
Closing Date
30 Oct 2025, 9:30 amClosed
Assistant Executive Engineer
Assistant Executive Engineer LID and EW Division Kottayam
Annual Plan-DPK-878/26-Thalayazham Division-Kallara GP-Ward 11-Kollamparmbu Maniyanthuruthu Road Construction-General Civil Work(Retender)
2025_LSGD_813394_8
17/2025-26/AEE/LIDEW
Open Tender
Civil Works - Roads
30 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,751
Yes
24 Jan 2026
23 Oct 2025
31 Oct 2025
23 Oct 2025
30 Oct 2025
23 Oct 2025
Amount
Road Maintenance
OD321363/2025-2026:SCARIFYING THE EXISTING BITUMINOUS SURFACE THEN SPREADING 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
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 <br> 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 <br> 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 <br> By Manual Means <br> Type A <br> (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)
OD321406/2025-2026:Supplying and fixing granite name board with engraved letters showing the details of work size and matters as per the direction of departmental officials
BIJU PETER (BID ID -2417362)
Bidder Name
BIJU PETER
JOSEPH JOSE
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