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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAccepted-Finance | ₹24.9 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹29.0 L+₹4.1 L (16.6%)Rejected-Finance | ₹29.0 L+₹4.1 L (16.6%) | L2 | Rejected-Finance SECOND LOWEST |
| 3 | L3₹30.2 L+₹5.4 L (21.5%)Rejected-Finance | ₹30.2 L+₹5.4 L (21.5%) | L3 | Rejected-Finance THIRD LOWEST |
| 4 | L4₹32.2 L+₹7.3 L (29.3%)Rejected-Finance | ₹32.2 L+₹7.3 L (29.3%) | L4 | Rejected-Finance FOURTH LOWEST |
| 5 | L5₹32.4 L+₹7.5 L (30.1%)Rejected-Finance | ₹32.4 L+₹7.5 L (30.1%) | L5 | Rejected-Finance FIFTH LOWEST |
| Sl No | Description | Qty | Unit | ANIYAN G S L2 | SHABU B. L4 | SANGEETH L1 | SIBIN B S L3 | RAJESH KUMAR C L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||||
| 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. | 2,040 | sqm | 14.74 ₹30,069.6 | 16 ₹32,640 | 12.65 ₹25,806 Lowest | 15.3 ₹31,212 | 23 ₹46,920 |
| 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 | 18.38 | cum | 3,453.23 ₹63,453.1 | 3,832 ₹70,413 | 2,962.65 ₹54,438.69 Lowest | 3,600 ₹66,150 | 3,832 ₹70,413 |
| 1.00 | 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. | 119.15 | sqm | 289.06 ₹34,441.5 | 320 ₹38,128 | 247.99 ₹29,548.01 Lowest | 300 ₹35,745 | 320 ₹38,128 |
| 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 | 245 | sqm | 72.46 ₹17,752.7 | 80 ₹19,600 | 62.16 ₹15,229.2 Lowest | 75.5 ₹18,497.5 | 80 ₹19,600 |
| 1.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 245 | sqm | 17.38 ₹4,258.1 | 19 ₹4,655 | 14.91 ₹3,652.95 Lowest | 18.14 ₹4,444.3 | 19 ₹4,655 |
| 1.01 | 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. | 805 | sqm | 14.52 ₹11,688.6 | 16 ₹12,880 | 12.45 ₹10,022.25 Lowest | 15.14 ₹12,187.7 | 23 ₹18,515 |
| 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) | 1,050 | sqm | 267.57 ₹2,80,948.5 | 296 ₹3,10,800 | 229.56 ₹2,41,038 Lowest | 280 ₹2,94,000 | 296 ₹3,10,800 |
| 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) | 272.4 | cum | 8,808.42 ₹23,99,413.61 | 9,776 ₹26,62,982.4 | 7,557.06 ₹20,58,543.14 Lowest | 9,180 ₹25,00,632 | 9,776 ₹26,62,982.4 |
| 1.01 | OD95051/2026-2027:2.014-Specification code: OD63423/2026-2027
Applying Curing Compound on finished surface of concrete structure at the rate specified by
the manufacturer including transportation, machinery and labour etc complete. Rate and
Adequacy taken from item 6.4 of MoRD Specification | 1,816 | sqm | 32.44 ₹58,911.04 | 36 ₹65,376 | 27.82 ₹50,521.12 Lowest | 33.8 ₹61,380.8 | 36 ₹65,376 |
Tender Value
₹32.2 L
EMD Value
₹50,000
Closing Date
28 Jul 2026, 6:00 pmClosed
Leejiaraju
ULLOOR ZONAL OFFICE
150/26-27-Tarring and Concreting of Sukumaran Lane Road -second stage Amballoor paniyamparambu Road in Sainika school Ward
2026_LSGD_861616_4
AEE/KZTM/DB/T05/2026-27
Open Tender
Civil Works - Roads
Item Rate
Pongumoodu
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹50,000
Yes
17 Sept 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 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. | - | 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 | - | cum | - | - |
| 1.003 | 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. | - | sqm | - | - |
| 1.004 | 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 | - | sqm | - | - |
| 1.005 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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) | 1 | cum | - | - |
| 1.009 | OD95051/2026-2027:2.014-Specification code: OD63423/2026-2027
Applying Curing Compound on finished surface of concrete structure at the rate specified by
the manufacturer including transportation, machinery and labour etc complete. Rate and
Adequacy taken from item 6.4 of MoRD Specification | - | sqm | - | - |
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