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Tender Value
Refer Docs
EMD Value
₹7,413
Closing Date
12 Jun 2026, 6:00 pm6d left
Assistant Engineer
Assistant Engineer MangalapuramGP
RETENDER Annual plan 380 Improvement of Mundakkal laksham veedu colony road in mangalapuram GP
2026_LSGD_846209_2
Annual plan380Improvement of Mundakkal Laksham veedu colony road in Mangalapuram Panchayath
Open Tender
Civil Works - Roads
180 days
AE office Mangalapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
₹7,413
5 Jun 2026
5 Jun 2026
15 Jun 2026
5 Jun 2026
12 Jun 2026
5 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1maintanance | ||||||
| 1.001 | 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 | 409.88 | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | 14.03 | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> 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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65) | - | sqm | 223.76 | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> 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 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65) | - | sqm | 93.9 | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 2.2.1.A:Clearing and Grubbing Road Land <br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.<br>(I) By Manual Means <br> (A) In area of non-thorny jungle | - | Hectare | 1,80,784.04 | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD490342/2025-2026:surface dressing of the ground including removing vegetation and in qualities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5m | - | sqm | 37.56 | - | 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) | - | cum | 9,390.88 | - | BI01010001010000000000000515BI0100001120 |
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