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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.0 L+₹8,638.18 (1.78%)Rejected-AOC PANATHARA HOUSE VILLOONNI PO ETTUMANOOR BLOCK PANCHAYATH 0801 DISTRICT TREASURY KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | L2 | Rejected-AOC L2 | |
| 3 | L3₹5.0 L+₹15,458.93 (3.18%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹5.0 L+₹16,747.02 (3.44%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | Rejected-Technical KOOVANICKAL ATHIRAMPUZHA P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | NIDHIN MATHEW L5 | BIJU PETER L1 | JOYAN CONSTRUCTIONS L3 | SAI WOOD CRAFTS L4 | SHAJI P K L6 | Ratheesh p s L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 3.39 | cum | 1,834 ₹6,217.26 | 1,500 ₹5,085 Lowest | 1,811.15 ₹6,139.8 | 1,815 ₹6,152.85 | 1,834 ₹6,217.26 | 1,832 ₹6,210.48 |
| 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 | 15.26 | cum | 3,750 ₹57,206.25 | 3,600 ₹54,918 Lowest | 3,703.76 ₹56,500.86 | 3,710.2 ₹56,599.1 | 3,750 ₹57,206.25 | 3,650 ₹55,680.75 |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 117.64 | sqm | 320 ₹37,644.8 | 315 ₹37,056.6 | 319.55 ₹37,591.86 | 321.2 ₹37,785.97 | 323 ₹37,997.72 | 310 ₹36,468.4 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 | 101.7 | sqm | 80 ₹8,136 | 75 ₹7,627.5 Lowest | 79.37 ₹8,071.93 | 80 ₹8,136 | 80.37 ₹8,173.63 | 80 ₹8,136 |
| 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. | 101.7 | sqm | 18 ₹1,830.6 Lowest | 18 ₹1,830.6 Lowest | 18.66 ₹1,897.72 | 19 ₹1,932.3 | 18.9 ₹1,922.13 | 18 ₹1,830.6 Lowest |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,149.3 | sqm | 15 ₹17,239.5 Lowest | 15 ₹17,239.5 Lowest | 15.59 ₹17,917.59 | 16 ₹18,388.8 | 15.79 ₹18,147.45 | 15.5 ₹17,814.15 |
| 1.01 | 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) | 1,251 | sqm | 302.65 ₹3,78,615.15 | 290 ₹3,62,790 Lowest | 298.87 ₹3,73,886.37 | 299.2 ₹3,74,299.2 | 302.65 ₹3,78,615.15 | 295 ₹3,69,045 |
Tender Value
₹5.1 L
EMD Value
₹12,709
Closing Date
19 Jun 2025, 6:00 pmClosed
Assstant Engineer
O/O The Assistant Executive Engineer, LID and EW
EBP 99/25-26-MANNANAM DIVISION - VILLUNNI ST PHILOMINAS HIGH SCHOOL ROAD TARRING
2025_LSGD_768955_1
LSGD/CELSGD/14464/2025-2026
Open Tender
Civil Works - Roads
Item Rate
300 days
O/O The Assistant Executive Engineer, LID and EW
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,125
Yes
₹12,709
Yes
29 Sept 2025
11 Jun 2025
21 Jun 2025
11 Jun 2025
19 Jun 2025
11 Jun 2025
Amount
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
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
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.
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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)
Ratheesh p s (BID ID -2228137)
JOYAN CONSTRUCTIONS (BID ID -2227977)
SAI WOOD CRAFTS (BID ID -2228253)
NIDHIN MATHEW (BID ID -2227803)
SHAJI P K (BID ID -2228158)
Bidder Name
JOYAN CONSTRUCTIONS
BIJU PETER
NIDHIN MATHEW
SHAJI P K
SAI WOOD CRAFTS
Ratheesh p s
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