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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC CHAVARANAL HOUSE UPPUKANDAM PO IDUKKI 685514 | IDUKKI | KERALA | 685514 | L1 | Accepted-AOC L1ACCEPTED | |
| 2 | L2₹6.9 L+₹12,339.56 (1.83%)Accepted-AOC | L2 | Accepted-AOC L1ACCEPTED |
| Sl No | Description | Qty | Unit | Joseph Varkey L1 | SANTHOSH P R L2 |
|---|---|---|---|---|---|
| 1.00Road improvements | |||||
| 1.00 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 67.2 | cum | 223.49 ₹15,018.53 Lowest | 227.59 ₹15,294.05 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 765 | sqm | 17.45 ₹13,349.25 Lowest | 17.77 ₹13,594.05 |
| 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 | 57.38 | cum | 4,088.19 ₹2,34,559.9 Lowest | 4,163.21 ₹2,38,864.17 |
| 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 | 765 | sqm | 87.6 ₹67,014 Lowest | 89.21 ₹68,245.65 |
| 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. | 765 | sqm | 20.6 ₹15,759 Lowest | 20.97 ₹16,042.05 |
| 1.01 | 75.5.9.1.2Z:20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping Agent 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. Case - I By Manual Means (II) Bitumen (S-65) | 765 | sqm | 245.99 ₹1,88,182.35 Lowest | 250.5 ₹1,91,632.5 |
| 1.01 | 75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent 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 A. By Manual Means Case - III : Type C (II) Bitumen (S-65) | 765 | sqm | 103.4 ₹79,101 Lowest | 105.3 ₹80,554.5 |
| 1.01 | 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) | 5.62 | cum | 10,013.53 ₹56,326.11 Lowest | 10,197.27 ₹57,359.64 |
| 1.01 | OD169920/2025-2026:providing and fixing granite name board with lettering | 1 | each | 3,438.41 ₹3,438.41 Lowest | 3,501.5 ₹3,501.5 |
Tender Value
₹6.2 L
EMD Value
₹15,430
Closing Date
19 Aug 2025, 6:00 pmClosed
ASSISTANT ENGINEER
LID AND EW ETR
ERATTAYAR GP 2025 26 UPPUKANDOM AYYAMALAPADYPARAYANKAVALA ROAD IMPROVEMENT WARD 7 PROJECT NO 89
2025_LSGD_784756_8
07 2025 AE LID EW ETR
Open Tender
Civil Works - Roads
Item Rate
180 days
ERATTAYAR GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,365
Yes
₹15,430
Yes
16 Oct 2025
11 Aug 2025
21 Aug 2025
11 Aug 2025
19 Aug 2025
11 Aug 2025
Amount
Road improvements
8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
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.
75.5.9.1.2Z:20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping Agent 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. Case - I By Manual Means (II) Bitumen (S-65)
75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent 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 A. By Manual Means Case - III : Type C (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)
OD169920/2025-2026:providing and fixing granite name board with lettering
SANTHOSH P R (BID ID -2292085)
Bidder Name
Joseph Varkey
SANTHOSH P R
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