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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.1 L+₹480 (0.15%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical CHITTATTUVADAKKEL THIRUVAMBADY | THIRUVAMBADY | KERALA | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | JKinfrastructures L1 | SARATH SEBASTIAN L4 | Kodenchery Labour Contract Co Operative Society Ltd L3 | RAJU P J L2 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD TARRING | |||||||
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 58.2 | cum | 40 ₹2,328 | 400 ₹23,280 | 34 ₹1,978.8 Lowest | 34 ₹1,978.8 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 29.1 | cum | 2,695 ₹78,424.5 | 2,200 ₹64,020 Lowest | 2,806 ₹81,654.6 | 2,779 ₹80,868.9 |
| 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 | 43.65 | cum | 3,080 ₹1,34,442 | 3,000 ₹1,30,950 Lowest | 3,133 ₹1,36,755.45 | 3,103 ₹1,35,445.95 |
| 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 | 291 | sqm | 71 ₹20,661 Lowest | 80 ₹23,280 | 74 ₹21,534 | 73 ₹21,243 |
| 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. | 291 | sqm | 16 ₹4,656 Lowest | 17 ₹4,947 | 16 ₹4,656 Lowest | 16 ₹4,656 Lowest |
| 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) | 291 | sqm | 250 ₹72,750 | 250 ₹72,750 | 241 ₹70,131 | 239 ₹69,549 Lowest |
Tender Value
Refer Docs
EMD Value
₹8,434
Closing Date
4 Dec 2024, 4:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LIDEW SECTION KODENCHERY GP
60/25 PALLATTPADI KIZHAKKEKUNNELPADI ROAD TARRING
2024_LSGD_709737_1
AE/LIDEW/ETENDER/KRY/19/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
PALLATTPADI
Please refer Tender documents.
6 documents required · 6 mandatory
₹745
Yes
₹8,434
Yes
1 Sept 2025
27 Nov 2024
6 Dec 2024
27 Nov 2024
4 Dec 2024
27 Nov 2024
Amount
ROAD TARRING
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
RAJU P J (BID ID -1998539)
Kodenchery Labour Contract Co Operative Society Ltd (BID ID -1999383)
SARATH SEBASTIAN (BID ID -2001414)
Bidder Name
JKinfrastructures
SARATH SEBASTIAN
RAJU P J
Kodenchery Labour Contract Co Operative Society Ltd
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