Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | ₹4.6 L | L1 | Accepted-AOC L1 |
| 2 | L3₹5.0 LRejected-AOC | ₹5.0 L | L3 | Rejected-AOC L3 |
| 3 | L3₹5.0 LRejected-AOC | ₹5.0 L | L3 | Rejected-AOC L3 |
| 4 | L4₹5.0 LRejected-AOC | ₹5.0 L | L4 | Rejected-AOC L4 |
| 5 | L5₹5.0 LRejected-AOC | ₹5.0 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | MOHAMED ABDUL LATHEEF C.M. L4 | Abdul Azeez CP L2 | HANEEFA K.V. L5 | USMAN KOYA P L3 | Mujeebrahman KV L1 | SUMESH C.K. L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Retarring | |||||||||
| 1.00 | 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. | 1,385.4 | sqm | 13.73 ₹19,021.54 | 13.4 ₹18,564.36 | 13.63 ₹18,883 | 13.41 ₹18,578.21 | 12.59 ₹17,442.19 | 13.5 ₹18,702.90 |
| 1.00 | 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) | 265.8 | sqm | 360 ₹95,688 | 366.82 ₹97,500.76 | 374.91 ₹99,651.08 | 371.48 ₹98,739.38 | 346.38 ₹92,067.80 | 373 ₹99,143.40 |
| 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 | 0.96 | cum | 2,882 ₹2,766.72 | 2,984.72 ₹2,865.33 | 3,033.96 ₹2,912.60 | 2,964.21 ₹2,845.64 | 2,803.18 ₹2,691.05 | 3,000 ₹2,880 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 0.96 | cum | 3,300 ₹3,168 | 3,346.42 ₹3,212.56 | 3,401.62 ₹3,265.56 | 3,370.55 ₹3,235.73 | 3,142.87 ₹3,017.16 | 34,490 ₹33,110.40 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 9.6 | sqm | 76 ₹729.60 | 73.67 ₹707.23 | 75.6 ₹725.76 | 74.9 ₹719.04 | 69.84 ₹670.46 | 86 ₹825.60 |
| 1.01 | 5.2.3a:Tack Coat <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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 9.6 | sqm | 15.33 ₹147.17 | 16.03 ₹153.89 | 16.3 ₹156.48 | 16.14 ₹154.94 | 15.05 ₹144.48 | 17 ₹163.20 |
| 1.01 | 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) | 1,395 | sqm | 270 ₹3.8 L | 266.71 ₹3.7 L | 269.32 ₹3.8 L | 266.89 ₹3.7 L | 248.86 ₹3.5 L | 272 ₹3.8 L |
Tender Value
Refer Docs
EMD Value
₹12,711
Closing Date
26 Feb 2026, 9:00 amClosed
ASSISTANT ENGINEER
Assistant engineer, LID AND EW Section, Anakkayam
165/26-IMPROVEMENT WORKS TO KADAMBODE THEKKEKARA ROAD IN WARD 12 OF ANAKKAYAM GP
2026_LSGD_837539_6
09/AKM/2025-26
Open Tender
Civil Works - Roads
240 days
ANAKKAYAM
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,125
₹12,711
19 Jun 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
Retarring
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.
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)
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
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.3a:Tack Coat <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 granular surfaces treated with primer & 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)
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1410738.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.28 MB
BOQ_1410738.xls
BOQ • 0.23 MB
viewnit165.pdf
Tender Documents • 0.03 MB
viewsbd165.pdf
Tender Documents • 1.80 MB
Download all tender documents and submit your bid