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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Fee/PreQual/Technical/Finance DISTRICT TREASURY THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.0 L+₹467.87 (0.12%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.0 L+₹1,371.14 (0.35%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.3 L+₹32,780.19 (8.26%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.3 L+₹34,559.45 (8.71%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HARIPAD LABOUR CONTRACT COPERATIVE SOCIETY LTD NO A 1253 L5 | VIJAYAN N L3 | PRAMOD K L1 | Sujith L4 | ATHULYA RAVEENDRAN L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | ||||||||
| 1.00 | OD173980/2026-2027:Scarifiying the existing road surface to a depth of 150mm and compacting aggregate
obtained from scarifying with power roller. | 327 | sqm | 7.8 ₹2,550.6 | 7.19 ₹2,351.13 | 7.6 ₹2,485.2 | 7.8 ₹2,550.6 | 7.18 ₹2,347.86 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 | 49.05 | cum | 3,750 ₹1,83,937.5 | 3,458.09 ₹1,69,619.31 | 3,290 ₹1,61,374.5 Lowest | 3,740 ₹1,83,447 | 3,450.21 ₹1,69,232.8 |
| 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 | 327 | sqm | 129 ₹42,183 | 118.96 ₹38,899.92 | 124 ₹40,548 | 127 ₹41,529 | 118.69 ₹38,811.63 Lowest |
| 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. | 327 | sqm | 29 ₹9,483 | 26.84 ₹8,776.68 | 26 ₹8,502 Lowest | 27 ₹8,829 | 26.78 ₹8,757.06 |
| 1.00 | 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) | 327 | sqm | 363 ₹1,18,701 | 335.47 ₹1,09,698.69 | 354 ₹1,15,758 | 365 ₹1,19,355 | 334.71 ₹1,09,450.17 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 8.14 | cum | 9,168 ₹74,609.18 | 8,470.17 ₹68,930.24 | 8,385 ₹68,237.13 Lowest | 9,090 ₹73,974.42 | 8,450.87 ₹68,773.18 |
Tender Value
₹4.3 L
EMD Value
₹10,799
Closing Date
9 Oct 2026, 6:00 pmClosed
The Assistant Engineer LID EW Section Karthikappa
The Assistant Engineer LIDEW Section Karthikappally Grama Panchayat
Annual Plan-Annual Plan-Karthikappally GP -2026-27 Vettattu Thalikkasseri road rennovation ward 6-Pro No. 93/2026-27-93/27
2026_LSGD_874531_1
93/AE/LIDEW/KGPLY2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Karthikappally
Please refer Tender documents.
7 documents required · 7 mandatory
₹955
Yes
₹10,799
Yes
12 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | OD173980/2026-2027:Scarifiying the existing road surface to a depth of 150mm and compacting aggregate
obtained from scarifying with power roller. | 327 | sqm | - | - |
| 1.002 | 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 | 49.05 | cum | - | - |
| 1.003 | 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 | 327 | sqm | - | - |
| 1.004 | 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. | 327 | sqm | - | - |
| 1.005 | 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) | 327 | sqm | - | - |
| 1.006 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 8.14 | cum | - | - |
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