Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | ₹1.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.9 LRejected-Finance | ₹1.9 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | HAMZA T L2 | MOHAMMED BASHEER K K L1 |
|---|---|---|---|---|---|
| 1.00Road retaring | |||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. | 44.01 | sqm | 324.98 ₹14,302.37 | 324.98 ₹14,302.37 |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 46.23 | sqm | 420.35 ₹19,432.78 | 420.35 ₹19,432.78 |
| 1.00 | 5.2.1a:Tack Coat 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. | 480 | sqm | 15.1 ₹7,248 | 15.1 ₹7,248 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 480 | sqm | 320 ₹1,53,600 | 302.84 ₹1,45,363.2 |
Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
2 Mar 2026, 2:00 pmClosed
ASSISTANT ENGINEER
THE ASSISTANT ENGINEER LID EW SECTION A R NAGAR GP 676305
ANNUAL PLAN ABDURAHIMAN GP PROJ NO 497 26 IRUMBUCHOLA KAVUNGAPARA ROAD RE TARRING WARD 15
2026_LSGD_839187_14
07/AE/ARNR/25-26
Open Tender
Civil Works - Roads
180 days
AR NAGAR
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
₹4,236
20 Jun 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
Road retaring
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1413897.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.29 MB
2.pdf
Tender Documents • 0.05 MB
viewsbd.pdf
Other Document • 1.78 MB
BOQ_1413897.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid