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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC | ₹16.3 L | L1 | Accepted-AOC EXECUTED THE AGREEMENT |
| 2 | L2₹17.2 L+₹87,781.51 (5.38%)Rejected-Finance | ₹17.2 L+₹87,781.51 (5.38%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | BASHEER V P L4 | NOUSHAD L6 | P.SAIDALIKUTTY L5 | VINOD KUMAR KP L7 | JAYAKRISHNAN VELLADAN L1 | KAVUMPURATH BUILDERS AND DEVELOPERS LLP L2 | MUHSIN BIN HUSSAIN L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Shanthinagar Kolangarapaadam Road | ||||||||||
| 1.00 | OD421999/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.<br>All kinds of soil | 42 | sqm | 30 ₹1,260 | 33 ₹1,386 | 29.13 ₹1,223.46 | 30.31 ₹1,273.02 | 25.99 ₹1,091.58 | 20 ₹840 Lowest | 27.6 ₹1,159.2 |
| 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. | 511.5 | sqm | 10 ₹5,115 Lowest | 14 ₹7,161 | 12.69 ₹6,490.94 | 13.2 ₹6,751.8 | 11.32 ₹5,790.18 | 10 ₹5,115 Lowest | 12 ₹6,138 |
| 1.00 | OD421998/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 54.2 | cum | 700 ₹37,940 | 940 ₹50,948 | 814.91 ₹44,168.12 | 847.96 ₹45,959.43 | 727.1 ₹39,408.82 | 600 ₹32,520 Lowest | 774 ₹41,950.8 |
| 1.00 | OD421997/2025-2026: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) | 171.45 | cum | 7,000 ₹12,00,150 | 7,100 ₹12,17,295 | 7,289.43 ₹12,49,772.77 | 7,585.06 ₹13,00,458.54 | 6,503.9 ₹11,15,093.66 Lowest | 7,000 ₹12,00,150 | 6,925 ₹11,87,291.25 |
| 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 | 30 | cum | 2,800 ₹84,000 | 3,448 ₹1,03,440 | 2,977.28 ₹89,318.4 | 3,098.03 ₹92,940.9 | 2,656.44 ₹79,693.2 Lowest | 2,750 ₹82,500 | 2,828 ₹84,840 |
| 1.01 | 5.1.1a:Prime Coat :- Low porosity <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 | 200 | sqm | 73 ₹14,600 | 76.5 ₹15,300 | 66.17 ₹13,234 | 68.85 ₹13,770 | 59.04 ₹11,808 Lowest | 65 ₹13,000 | 62.8 ₹12,560 |
| 1.01 | 5.2.3a:Tack Coat <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. | 200 | sqm | 15 ₹3,000 | 16 ₹3,200 | 14.27 ₹2,854 | 14.84 ₹2,968 | 12.73 ₹2,546 Lowest | 14 ₹2,800 | 13.5 ₹2,700 |
| 1.01 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 88.5 | sqm | 378 ₹33,453 | 380 ₹33,630 | 328.14 ₹29,040.39 | 341.45 ₹30,218.33 | 292.78 ₹25,911.03 | 275 ₹24,337.5 Lowest | 311.6 ₹27,576.6 |
| 1.01 | 5.2.1a:Tack Coat<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. | 300 | sqm | 13 ₹3,900 | 13.8 ₹4,140 | 11.93 ₹3,579 | 12.41 ₹3,723 | 10.64 ₹3,192 Lowest | 13 ₹3,900 | 11.3 ₹3,390 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
23 Mar 2026, 5:00 pmClosed
ABDUL KHALIQ CM
AE LID EW MARAKKARA GP
Annual Plan-MGP-387/26-Shanthinagar Kolangarapaadam Road Renovation-Phase II Marakkara Gp-General Civil Work
2026_LSGD_847304_1
ET/7/MRK/LIDEW/25-26
Open Tender
Civil Works - Roads
Item Rate
MARAKKARA GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
3 Sept 2026
13 Mar 2026
26 Mar 2026
13 Mar 2026
23 Mar 2026
14 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Shanthinagar Kolangarapaadam Road | |||||
| 1.001 | OD421999/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.<br>All kinds of soil | - | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD421998/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.004 | OD421997/2025-2026: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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 5.1.1a:Prime Coat :- Low porosity <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 | - | - |
| 1.007 | 5.2.3a:Tack Coat <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. | - | sqm | - | - |
| 1.008 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | - | sqm | - | - |
| 1.009 | 5.2.1a:Tack Coat<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 | - | - |
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