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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.3 L+₹1,477.98 (0.44%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SAI WOOD CRAFTS L2 | P T JOSEPH L1 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 1.00 | OD157942/2025-2026: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 | 303 | sqm | 8.2 ₹2,484.6 | 7.68 ₹2,327.04 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 | 22.73 | cum | 3,700 ₹84,082.5 | 3,694.38 ₹83,954.79 Lowest |
| 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 | 303 | sqm | 81.2 ₹24,603.6 | 79.16 ₹23,985.48 Lowest |
| 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. | 303 | sqm | 19 ₹5,757 | 18.62 ₹5,641.86 Lowest |
| 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) | 303 | sqm | 299.5 ₹90,748.5 | 298.11 ₹90,327.33 Lowest |
| 1.01 | OD159314/2025-2026:Dry Rubble masonry using blasted rubble including all charges for material labour and conveyance | 22.03 | cum | 4,099 ₹90,292.77 | 4,097.83 ₹90,267 Lowest |
| 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) | 4.08 | cum | 9,052 ₹36,886.9 | 9,048.93 ₹36,874.39 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,461
Closing Date
16 Aug 2025, 3:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID and EW Section, Kallara Kottayam 686611
Road Maintenance
2025_LSGD_782144_8
6/AE/KLRA/25.26
Open Tender
Civil Works - Roads
Item Rate
270 days
LID and EW Section Kallara Kottayam
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
₹8,461
22 Sept 2025
6 Aug 2025
18 Aug 2025
6 Aug 2025
16 Aug 2025
6 Aug 2025
Amount
Road Maintenance
OD157942/2025-2026: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
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)
OD159314/2025-2026:Dry Rubble masonry using blasted rubble including all charges for material labour and conveyance
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)
SAI WOOD CRAFTS (BID ID -2291150)
Bidder Name
P T JOSEPH
SAI WOOD CRAFTS
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