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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.9 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹16.1 L+₹20,475.90 (1.29%)Rejected-AOC | 2 | Rejected-AOC 2 | |
| 3 | 3₹16.5 L+₹64,375.82 (4.06%)Rejected-AOC ASSISTANT ENGINEER LID EW SECTION VALAVANNUR VALAVANNUR GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | 3 | Rejected-AOC 3 |
| Sl No | Description | Qty | Unit | PRAKASHAN.AP L2 | K V Shamsu L3 | ABOOBACJER.P L1 |
|---|---|---|---|---|---|---|
| 1.00Maintanance | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 882.4 | sqm | 14 ₹12,353.6 Lowest | 16 ₹14,118.4 | 14 ₹12,353.6 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 | 260.28 | cum | 3,276 ₹8,52,677.28 | 3,350 ₹8,71,938 | 3,230 ₹8,40,704.4 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 | 47.34 | cum | 2,920 ₹1,38,232.8 | 3,000 ₹1,42,020 | 2,887 ₹1,36,670.58 Lowest |
| 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 | 1,735.2 | sqm | 72 ₹1,24,934.4 | 73 ₹1,26,669.6 | 71 ₹1,23,199.2 Lowest |
| 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. | 1,735.2 | sqm | 15 ₹26,028 Lowest | 16 ₹27,763.2 | 15 ₹26,028 Lowest |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 1,735.2 | sqm | 261 ₹4,52,887.2 | 270 ₹4,68,504 | 258 ₹4,47,681.6 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,363
Closing Date
21 Jul 2025, 6:00 pmClosed
SINUN
AE LIDAND EW SECTION PURATHUR GP
300/25-26 Re-tarring of Asheripadi pallipadi road in Purathur GP
2025_LSGD_776052_18
1/AE/LID EW/PRTR/25-26
Open Tender
Civil Works - Others
Item Rate
30 days
AE PURATHUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,363
Yes
1 Sept 2025
14 Jul 2025
23 Jul 2025
14 Jul 2025
21 Jul 2025
14 Jul 2025
Amount
Maintanance
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
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
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
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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
PRAKASHAN.AP (BID ID -2255355)
K V Shamsu (BID ID -2255942)
Bidder Name
PRAKASHAN.AP
K V Shamsu
ABOOBACJER.P
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