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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | L1 | Accepted-AOC Agreement Executed | |
| 2 | L2₹8.3 L+₹32,851.26 (4.12%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹8.6 L+₹64,915.99 (8.14%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹8.7 L+₹73,728.99 (9.24%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Aji P L3 | SASEENDRAN NAIR G L2 | PRADEEP S L1 | HARY AUSTIN L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road Tarring | |||||||
| 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 | 0.07 | Hectare | 35,700 ₹2,499 | 25 ₹1.75 Lowest | 33,152.95 ₹2,320.71 | 38,000 ₹2,660 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 85.52 | cum | 2,060 ₹1,76,171.2 | 2,050 ₹1,75,316 | 1,640 ₹1,40,252.8 Lowest | 1,650 ₹1,41,108 |
| 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 | 128.28 | cum | 3,080 ₹3,95,102.4 | 3,100 ₹3,97,668 | 3,000 ₹3,84,840 Lowest | 3,300 ₹4,23,324 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity 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 | 855.2 | sqm | 70 ₹59,864 | 12.82 ₹10,963.66 Lowest | 66.18 ₹56,597.14 | 75 ₹64,140 |
| 1.00 | 5.2.3a:Tack Coat 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. | 855.2 | sqm | 13 ₹11,117.6 Lowest | 15.32 ₹13,101.66 | 13.28 ₹11,357.06 | 15 ₹12,828 |
| 1.01 | 5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65) | 855.2 | sqm | 176 ₹1,50,515.2 | 188 ₹1,60,777.6 | 163.54 ₹1,39,859.41 Lowest | 188 ₹1,60,777.6 |
| 1.01 | 75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (II) Bitumen (S-65) | 855.2 | sqm | 76 ₹64,995.2 | 81 ₹69,271.2 | 70.53 ₹60,317.26 Lowest | 75 ₹64,140 |
| 1.01 | OD491812/2024-2025:supplying &fixing information board 75*60 cm size using GI pipe as post and 1 mm
thick ms sheet surrounded by ms angles including painting,lettering and fixing in concrete etc complete | 1 | each | 2,400 ₹2,400 | 3,500 ₹3,500 | 2,204.23 ₹2,204.23 Lowest | 2,500 ₹2,500 |
Tender Value
₹9.3 L
EMD Value
₹23,295
Closing Date
4 Apr 2025, 4:00 pmClosed
Assistant Engineer
Assistant Engineer Kadinamkulam GP Lsgd office
Project No 21/24-24 Cheramanthuruttu Ottapana Kadavil Road Tarring in ward 1 Kadinamkulam GP
2025_LSGD_754939_4
No 3/2025/AE/LSGD/KDKA DT 26.03.2025
Open Tender
Civil Works - Roads
Item Rate
90 days
Kadinamkulam GP
Please refer tender documents
9 documents required · 9 mandatory
₹2,055
₹23,295
22 Aug 2025
26 Mar 2025
7 Apr 2025
26 Mar 2025
4 Apr 2025
26 Mar 2025
Amount
Road Tarring
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
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
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
5.1.1a:Prime Coat :- Low porosity 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
5.2.3a:Tack Coat 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.
5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)
75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (II) Bitumen (S-65)
OD491812/2024-2025:supplying &fixing information board 75*60 cm size using GI pipe as post and 1 mm thick ms sheet surrounded by ms angles including painting,lettering and fixing in concrete etc complete
SASEENDRAN NAIR G (BID ID -2184998)
Aji P (BID ID -2184038)
HARY AUSTIN (BID ID -2184926)
Bidder Name
HARY AUSTIN
PRADEEP S
SASEENDRAN NAIR G
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