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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.0 L+₹0.90 (<0.01%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.2 L+₹1.1 L (22.5%)Rejected-Finance 0701 DISTRICT TREASURY CHENGANNUR | ALAPPUZHA | KERALA | 686534 | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | MANOJ JOSEPH L1 | DINU CHACKO L3 | Rajan P T L2 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 1.00 | OD83270/2025-2026:
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 spreading, compacting re-using the scarified material after disposal of debris and after rolling with static roller to obtain a proper camber road surface . Modi. 3.14 | 150 | sqm | 18.32 ₹2,748 Lowest | 59 ₹8,850 | 18.32 ₹2,748 Lowest |
| 1.00 | OD85194/2025-2026:Filling with quarry muck - FIlling up with low laying water logged area with local material / quarry muck, spreading in layers levelling the top at site and consolidation by ramming etc quantity for 300m3 (without roller consolidation ) | 19 | cum | 947.54 ₹18,003.26 Lowest | 999 ₹18,981 | 947.54 ₹18,003.26 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 | 22.5 | cum | 3,750.6 ₹84,388.5 Lowest | 3,999 ₹89,977.5 | 3,750.64 ₹84,389.4 |
| 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 | 150 | sqm | 80.37 ₹12,055.5 Lowest | 100 ₹15,000 | 80.37 ₹12,055.5 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. | 150 | sqm | 18.9 ₹2,835 Lowest | 19 ₹2,850 | 18.9 ₹2,835 Lowest |
| 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. | 810 | sqm | 15.79 ₹12,789.9 Lowest | 19 ₹15,390 | 15.79 ₹12,789.9 Lowest |
| 1.01 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 50.1 | sqm | 418.33 ₹20,958.33 Lowest | 599 ₹30,009.9 | 418.33 ₹20,958.33 Lowest |
| 1.01 | 75.5.9.2.2.Pa:Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30) | 960 | sqm | 218.96 ₹2,10,201.6 Lowest | 302 ₹2,89,920 | 218.96 ₹2,10,201.6 Lowest |
| 1.01 | 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65) | 960 | sqm | 97.48 ₹93,580.8 Lowest | 100 ₹96,000 | 97.48 ₹93,580.8 Lowest |
Tender Value
₹5.0 L
EMD Value
₹12,587
Closing Date
13 Aug 2025, 6:00 pmClosed
AE
LID AND EW NEDUMPURAM G P
101/26-Renovation of Karnasseri Velloorkadavu Road
2025_LSGD_783204_1
101/ae/lsgd/ndpm/1-6
Open Tender
Civil Works - Roads
Item Rate
240 days
NEDUMPURAM G P
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,110
Yes
₹12,587
Yes
10 Oct 2025
6 Aug 2025
16 Aug 2025
6 Aug 2025
13 Aug 2025
6 Aug 2025
Amount
Road Maintenance
OD83270/2025-2026: 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 spreading, compacting re-using the scarified material after disposal of debris and after rolling with static roller to obtain a proper camber road surface . Modi. 3.14
OD85194/2025-2026:Filling with quarry muck - FIlling up with low laying water logged area with local material / quarry muck, spreading in layers levelling the top at site and consolidation by ramming etc quantity for 300m3 (without roller consolidation )
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
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
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.
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.
75.5.5.B.2pb:Modified Penetration Macadam 75 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.
75.5.9.2.2.Pa:Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Rajan P T (BID ID -2286948)
DINU CHACKO (BID ID -2286330)
Bidder Name
MANOJ JOSEPH
DINU CHACKO
Rajan P T
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