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Tender Value
₹8.0 L
EMD Value
₹20,121
Closing Date
30 Jun 2026, 6:00 pm6d left
Similar tender results from the same govt authority in the past 3 years.
Assistant Engineer, LIDEW Section
Office of the Assistant Engineer, LIDEW Section, Peringammala Grama Panchayat
PERINGAMALA GP 138/26 -27 Njaraneeli mannathala road renovation - 2026/27
2026_LSGD_856947_1
03/AE/LSGD/PMLA/I/26-27
Open Tender
Civil Works - Roads
180 days
Peringammala Grama Panchayat
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,780
Yes
₹20,121
Yes
20 Jun 2026
20 Jun 2026
2 Jul 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1road | ||||||
| 1.001 | 3.2: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 disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 5.2.1a:Tack Coat<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. | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD32329/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m | 1 | per sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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) | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | OD32308/2026-2027:Supplying and fixing information name board of using GIsheets and pipe etc complete | - | 1 nos | - | - | BI01010001010000000000000515BI0100001121 |
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