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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC K K PATHY POST 678101 | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.7 L+₹15,376 (3.41%)Rejected-AOC 1404 SUB TREASURY CHITTUR | PALAKKAD | KERALA | 672122 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RAVI.R L2 | Mani PWD Contractor L1 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | OD140221/2025-2026:Filling up potholes (cut and formed to regular shapes and all loose materials removed ) after supplying a prime coat of hot bitumen using 36mm brocken stones and compacting with power roller to get a compact surface | 0.47 | cum | 8,306.25 ₹3,928.86 | 8,032.14 ₹3,799.2 Lowest |
| 1.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,140 | sqm | 18.9 ₹21,546 | 18.28 ₹20,839.2 Lowest |
| 1.00 | 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) | 1,140 | sqm | 302.65 ₹3,45,021 | 292.66 ₹3,33,632.4 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 5.4 | cum | 3,337.88 ₹18,024.55 | 3,227.73 ₹17,429.74 Lowest |
| 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) | 8.1 | cum | 9,563.75 ₹77,466.38 | 9,248.15 ₹74,910.02 Lowest |
Tender Value
₹4.7 L
EMD Value
₹11,650
Closing Date
12 Sept 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
O/o the Assistant Engineer LID and EW Nallepilly GP
NALLEPILLY G.P 2025-26 CHUVATILE KALAM ROAD RETARRING P.NO.117/26
2025_LSGD_792380_1
ET-01/2025-26/LSGD/NPY
Open Tender
Civil Works - Roads
Item Rate
270 days
Nallepilli
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,030
Yes
₹11,650
Yes
13 Oct 2025
29 Aug 2025
15 Sept 2025
29 Aug 2025
12 Sept 2025
29 Aug 2025
Amount
Retarring
OD140221/2025-2026:Filling up potholes (cut and formed to regular shapes and all loose materials removed ) after supplying a prime coat of hot bitumen using 36mm brocken stones and compacting with power roller to get a compact surface
75.5.2.2pb: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 dry and hungry bituminous surface 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)
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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)
RAVI.R (BID ID -2334373)
Bidder Name
Mani PWD Contractor
RAVI.R
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