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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹25.4 L+₹1.3 L (5.47%)Admitted-Fee/PreQual/Technical/Finance PULICKAL HOUSE VECHOOCHIRA | KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹26.1 L+₹2.0 L (8.27%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JOSEPH PHILIP L2 | PHILIP L3 | LIGINA SARA VARGHESE L1 |
|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | ||||||
| 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. | 849.9 | sqm | 16.01 ₹13,606.9 | 17 ₹14,448.3 | 15.21 ₹12,926.98 Lowest |
| 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 | 68.54 | cum | 3,750 ₹2,57,036.25 | 3,750 ₹2,57,036.25 | 3,555.64 ₹2,43,714.23 Lowest |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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 | 849.9 | sqm | 80 ₹67,992 | 90 ₹76,491 | 76.2 ₹64,762.38 Lowest |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <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. | 849.9 | sqm | 19.2 ₹16,318.08 | 22 ₹18,697.8 | 18.24 ₹15,502.18 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,248 | sqm | 16 ₹19,968 | 19 ₹23,712 | 15.27 ₹19,056.96 Lowest |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 2,097.9 | sqm | 293.38 ₹6,15,481.9 | 312 ₹6,54,544.8 | 278 ₹5,83,216.2 Lowest |
| 1.01 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 187.1 | sqm | 316 ₹59,123.6 | 316 ₹59,123.6 | 299.82 ₹56,096.32 Lowest |
| 1.01 | OD17017/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and
lift up to
1.50 m | 744 | sqm | 36.75 ₹27,342 | 36.75 ₹27,342 | 34.85 ₹25,928.4 Lowest |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 7.65 | cum | 9,563 ₹73,156.95 | 9,600 ₹73,440 | 9,066.45 ₹69,358.34 Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
26 Jun 2026, 6:00 pmClosed
Sreejith G. Nair
Office of the Assistant Engineer, LID EW Section, Ranni-Perunad Grama Panchayat, Ranni- Perunad PO, Pathanamthitta PIN - 689711
Annual Plan-57/2026-27 RPGP-KALLOORMADAM BEDHANY PUTHUVEL ROAD MAINTENANCE
2026_LSGD_856188_8
01/ET/2026 -2027/AE/LID EW/RPGP
Open Tender
Civil Works - Roads
Item Rate
182 days
Ranni-Perunad Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
6 Jul 2026
17 Jun 2026
29 Jun 2026
17 Jun 2026
26 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 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. | 1 | sqm | - | - |
| 1.002 | 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 | 0.2 | cum | - | - |
| 1.003 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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 | 1 | sqm | - | - |
| 1.004 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <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. | 1 | sqm | - | - |
| 1.005 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.006 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.007 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 1 | sqm | - | - |
| 1.008 | OD17017/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and
lift up to
1.50 m | - | sqm | - | - |
| 1.009 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
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