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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.3 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹9.5 L+₹18,630.50 (2.00%)Rejected-AOC TENDER DOCUMENTS DO NOT CONTAIN THE FULL ADDRESS FOR THIS PRIVATE COMPANY | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SHEJEEB TM L2 | FAISAL P B L1 |
|---|---|---|---|---|---|
| 1.00Road renovation | |||||
| 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. | 42 | sqm | 16.33 ₹685.86 | 16.01 ₹672.42 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 | 3.15 | cum | 3,825.65 ₹12,050.8 | 3,750.64 ₹11,814.52 Lowest |
| 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 | 42 | sqm | 131.6 ₹5,527.2 | 129.02 ₹5,418.84 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. | 42 | sqm | 29.69 ₹1,246.98 | 29.11 ₹1,222.62 Lowest |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 109.57 | sqm | 379.68 ₹41,601.54 | 372.24 ₹40,786.34 Lowest |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 1,114.5 | sqm | 24.57 ₹27,383.27 | 24.09 ₹26,848.31 Lowest |
| 1.01 | 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) | 1,156.5 | sqm | 371.12 ₹4,29,200.28 | 363.85 ₹4,20,792.53 Lowest |
| 1.01 | OD125782/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling ,cambering etc complete as per direction of Engineer in charge | 301 | sqm | 31.82 ₹9,577.82 | 31.2 ₹9,391.2 Lowest |
| 1.01 | OD155282/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORM WORK CC 1:2:4(1cement:2fine aggregate:4course aggregate )laid to required slope and camber in panels (@3mc/c)as required including compaction USING NEEDLE VIBRATOR ,finishing and tamping etc.complete Max.size of course aggregate not exceeding 25mm ,mixed in concrete mixer etc.complete as per specification (i)Nominal mix (1:2:4)Modified 75.8.1 | 45.15 | cum | 9,379.83 ₹4,23,499.32 | 9,195.92 ₹4,15,195.79 Lowest |
Tender Value
₹9.3 L
EMD Value
₹23,304
Closing Date
19 Sept 2026, 4:00 pmClosed
Assistant Engineer
Assistant Engineer, LID and EW section Pallarimangalam
154/2026-27 Renovation of Mavudy Pallippady road, Mavudy Mangalathuparampilpady road, Mavudy Manalumpara Pareethpady road, Mavudy Kuruppukandam Kallungalppady road and Mavudy Schoolpady Waiting shed road in ward 11 of Pallarimangalam GP
2026_LSGD_868366_6
T1/AE/LSGD/PLGP/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Pallarimangalam GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,055
₹23,304
12 Oct 2026
9 Sept 2026
22 Sept 2026
9 Sept 2026
19 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road renovation | |||||
| 1.001 | 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. | 42 | 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 | 3.15 | 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 | 42 | 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. | 42 | sqm | - | - |
| 1.005 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 109.57 | sqm | - | - |
| 1.006 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 1,114.5 | sqm | - | - |
| 1.007 | 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) | 1,156.5 | sqm | - | - |
| 1.008 | OD125782/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling ,cambering etc complete as per direction of Engineer in charge | 301 | sqm | - | - |
| 1.009 | OD155282/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORM WORK CC 1:2:4(1cement:2fine aggregate:4course aggregate )laid to required slope and camber in panels (@3mc/c)as required including compaction USING NEEDLE VIBRATOR ,finishing and tamping etc.complete Max.size of course aggregate not exceeding 25mm ,mixed in concrete mixer etc.complete as per specification (i)Nominal mix (1:2:4)Modified 75.8.1 | 45.15 | cum | - | - |
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