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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC 5 362 PALELI VEEDU KARIKKARATHALA DALUMUGAM PO THIRUVANANTHAPURAM 695125 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695125 | 1 | Accepted-AOC L1 | |
| 2 | 2₹4.4 L+₹21,076.34 (5.00%)Rejected-Finance | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SUNIL KUMAR T L1 | R P UDAYAKUMAR L2 |
|---|---|---|---|---|---|
| 1.00REtarring | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 136.8 | sqm | 16.36 ₹2,238.05 Lowest | 17.18 ₹2,350.22 |
| 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 | 48,137.6 ₹1,203.44 Lowest | 50,544.48 ₹1,263.61 |
| 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 | 46.8 | cum | 3,800 ₹1,77,840 Lowest | 3,990 ₹1,86,732 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <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 | 624 | sqm | 76.13 ₹47,505.12 Lowest | 79.94 ₹49,882.56 |
| 1.00 | 5.2.3a:Tack Coat <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. | 624 | sqm | 16.61 ₹10,364.64 Lowest | 17.44 ₹10,882.56 |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 624 | sqm | 292.13 ₹1,82,289.12 Lowest | 306.74 ₹1,91,405.76 |
Tender Value
₹4.2 L
EMD Value
₹10,574
Closing Date
21 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER, LIDEW SECTION, ARYANCODE GRAMA PANCHAYAT OTTASEKHARAMANGALAM(PO), TRIVANDRUM PIN 695125
ARYANCODE GP 2025-26- PROJ NO 80 PULAKALKONAM VALLICHIRA ROAD RETARRING- WARD11-80/26
2025_LSGD_775029_8
01/2025/AE/LIDEW/ARGP/PHASE 1
Open Tender
Civil Works - Roads
Item Rate
180 days
ARYANCODE
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,574
Yes
29 Aug 2025
8 Jul 2025
22 Jul 2025
8 Jul 2025
21 Jul 2025
8 Jul 2025
Amount
REtarring
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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
5.1.1a:Prime Coat :- Low porosity <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
5.2.3a:Tack Coat <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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
R P UDAYAKUMAR (BID ID -2256958)
Bidder Name
SUNIL KUMAR T
R P UDAYAKUMAR
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