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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | L1 | Accepted-AOC work awarded | |
| 2 | L2₹10.9 L+₹1.1 L (10.6%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹11.2 L+₹1.4 L (13.7%)Rejected-Finance CHOLAKKAPARAMBAN | KOTTAYAM | KERALA | 686102 | L3 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | M SUDHARSANAN L1 | UNNIKRISHNAN K L3 | Nakshathra construction L2 |
|---|---|---|---|---|---|---|
| 1.00TARRING | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 202.5 | cum | 60.02 ₹12,154.05 Lowest | 67 ₹13,567.5 | 66.84 ₹13,535.1 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 81 | cum | 2,997.42 ₹2,42,791.02 Lowest | 3,400 ₹2,75,400 | 3,250 ₹2,63,250 |
| 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 | 121.5 | cum | 3,368.07 ₹4,09,220.51 Lowest | 3,800 ₹4,61,700 | 3,750.64 ₹4,55,702.76 |
| 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 | 810 | sqm | 72.17 ₹58,457.7 Lowest | 85 ₹68,850 | 80.37 ₹65,099.7 |
| 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. | 810 | sqm | 16.97 ₹13,745.7 Lowest | 20 ₹16,200 | 18.9 ₹15,309 |
| 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) | 810 | sqm | 271.78 ₹2,20,141.8 Lowest | 310 ₹2,51,100 | 302.65 ₹2,45,146.5 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 48.6 | cum | 584.01 ₹28,382.89 Lowest | 675 ₹32,805 | 650.34 ₹31,606.52 |
| 1.01 | OD123515/2025-2026:Supplying and providing readymade Name board with all conveyance,labour hire charges etc complete using hollow tube of size 80*40*1.4mm post, 40*20*1.4mmouter frame, 0.6mm thick iron sheet of size 90*60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size, fixing the post in ground with CC etc complete. | 1 | each | 2,752.24 ₹2,752.24 Lowest | 3,100 ₹3,100 | 3,064.86 ₹3,064.86 |
Tender Value
₹11.0 L
EMD Value
₹27,496
Closing Date
1 Aug 2025, 5:00 pmClosed
Pravitha K R
LID EW SUB DIVISION MALAMPUZHA BP
Attupathy old pump house road formation and tarring in Puthussery GP
2025_LSGD_778540_12
ET2/AEE/LSGD/MGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Marutharode
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,496
Yes
12 Sept 2025
23 Jul 2025
4 Aug 2025
23 Jul 2025
1 Aug 2025
23 Jul 2025
Amount
TARRING
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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 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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD123515/2025-2026:Supplying and providing readymade Name board with all conveyance,labour hire charges etc complete using hollow tube of size 80*40*1.4mm post, 40*20*1.4mmouter frame, 0.6mm thick iron sheet of size 90*60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size, fixing the post in ground with CC etc complete.
Nakshathra construction (BID ID -2269693)
UNNIKRISHNAN K (BID ID -2269729)
Bidder Name
Nakshathra construction
M SUDHARSANAN
UNNIKRISHNAN K
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