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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC | ₹4.2 L | 1 | Accepted-AOC LOW RATE |
| 2 | 2₹4.6 L+₹38,086.33 (8.99%)Rejected-Finance | ₹4.6 L+₹38,086.33 (8.99%) | 2 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | M.D. PAUL L1 | THALIYAN RAJAN L2 |
|---|---|---|---|---|---|
| 1.00RETARING WORK | |||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 127.9 | sqm | 385.79 ₹49,342.54 Lowest | 430 ₹54,997 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 750 | sqm | 15.54 ₹11,655 Lowest | 16 ₹12,000 |
| 1.00 | 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) | 750 | sqm | 278.2 ₹2,08,650 Lowest | 304 ₹2,28,000 |
| 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) | 18.75 | cum | 8,202.7 ₹1,53,800.62 Lowest | 8,882 ₹1,66,537.5 |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
31 Dec 2022, 6:00 pmClosed
Assistant Engineer
LSGD LID AND EW SECTION, KURUMATHUR GRAMA PANCHYATH
RETARRING WORKS FOR PAYERI VYTHALA ROAD (CH 0/000KM TO 0/250KM)-PROJ NO . 4/22-13
2022_LSGD_542568_3
AE/KMTR/TN/02/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Kurumathur
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,586
Yes
17 Sept 2026
24 Dec 2022
3 Jan 2023
24 Dec 2022
31 Dec 2022
24 Dec 2022
Amount
RETARING WORK
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.11.1.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)
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)
THALIYAN RAJAN
Bidder Name
M.D. PAUL
THALIYAN RAJAN
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