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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | L1 | Accepted-AOC 1st lowest | |
| 2 | L2₹8.0 L+₹30,579.95 (3.96%)Rejected-AOC | L2 | Rejected-AOC 2nd lowest | |
| 3 | L3₹8.3 L+₹61,071.14 (7.91%)Rejected-AOC | L3 | Rejected-AOC 3rd lowest | |
| 4 | L4₹8.9 L+₹1.2 L (15.1%)Rejected-AOC | L4 | Rejected-AOC 4th lowest |
| Sl No | Description | Qty | Unit | A V PAULSON L1 | A I Viswanathan L2 | NYJO CHERIYAN PANIKULAM L3 | Tomy. I.K L4 |
|---|---|---|---|---|---|---|---|
| 1.00New road. | |||||||
| 1.00 | OD193987/2025-2026:Filling with Quarry Muck &1t;br>Filling up low lying and water logged areas with
local material /quarrymuck, spreading in layers, levelling the top at site and consolidation by
ramming, etc complete for improving the CBR value of subgrade | 28.8 | cum | 869.54 ₹25,042.75 Lowest | 898.27 ₹25,870.18 | 932.38 ₹26,852.54 | 994.92 ₹28,653.7 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 60.6 | cum | 2,279.07 ₹1,38,111.64 Lowest | 2,354.9 ₹1,42,706.94 | 2,444.32 ₹1,48,125.79 | 2,608.27 ₹1,58,061.16 |
| 1.00 | 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) | 26.1 | cum | 8,500 ₹2,21,850 Lowest | 9,066.44 ₹2,36,634.08 | 9,410.73 ₹2,45,620.05 | 10,041.94 ₹2,62,094.63 |
| 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 | 64.8 | cum | 3,400 ₹2,20,320 Lowest | 3,555.62 ₹2,30,404.18 | 3,690.64 ₹2,39,153.47 | 3,938.18 ₹2,55,194.06 |
| 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 | 432 | sqm | 75 ₹32,400 Lowest | 76.2 ₹32,918.4 | 79.09 ₹34,166.88 | 84.4 ₹36,460.8 |
| 1.01 | 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. | 432 | sqm | 18 ₹7,776 | 17.92 ₹7,741.44 Lowest | 18.6 ₹8,035.2 | 19.84 ₹8,570.88 |
| 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) | 432 | sqm | 287 ₹1,23,984 | 286.91 ₹1,23,945.12 Lowest | 297.8 ₹1,28,649.6 | 317.78 ₹1,37,280.96 |
| 1.01 | OD205583/2024-2025:Providing and fixing granite name board as per the direction of the departmental Engineer in charge. | 1 | 1 nos | 3,000 ₹3,000 | 2,844 ₹2,844 Lowest | 2,952 ₹2,952 | 3,150 ₹3,150 |
Tender Value
₹8.5 L
EMD Value
₹21,178
Closing Date
30 Sept 2025, 4:00 pmClosed
Asst. Engineer
o/o Asst. Executive Engineer Vellangallur BP LSGD Sub division
MP LADS- 2025-26 CONSTRUCTION OF MANGALAPPILLY ROAD IN WARD 05 PUTHENCHIRA GP
2025_LSGD_800443_1
MP LADS- 2025-26 CONSTRUCTION OF MANGALAPPILLY ROAD IN WARD 05 PUTHENCHIRA GP
Open Tender
Civil Works - Roads
Item Rate
90 days
Vellangallur BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,178
Yes
15 Nov 2025
23 Sept 2025
4 Oct 2025
23 Sept 2025
30 Sept 2025
23 Sept 2025
Amount
New road.
OD193987/2025-2026:Filling with Quarry Muck &1t;br&gt;Filling up low lying and water logged areas with local material /quarrymuck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
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)
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
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
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.
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)
OD205583/2024-2025:Providing and fixing granite name board as per the direction of the departmental Engineer in charge.
A I Viswanathan (BID ID -2366397)
NYJO CHERIYAN PANIKULAM (BID ID -2364510)
Tomy. I.K (BID ID -2364480)
Bidder Name
Tomy. I.K
A V PAULSON
A I Viswanathan
NYJO CHERIYAN PANIKULAM
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