Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.7 LAccepted-AOC | ₹20.7 L | 1 | Accepted-AOC AOC |
| 2 | 2₹21.1 LRejected-Finance KUTTIYIL MANGAMKUZHY | PATHANAMTHITTA | KERALA | 689694 | ₹21.1 L | 2 | Rejected-Finance Second lowest rate |
| Sl No | Description | Qty | Unit | P S RANJAN L1 | SIBI FRANCIS L2 |
|---|---|---|---|---|---|
| 1.00Appendix A : Bituminous Road | |||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.07 | Hectare | 47,000 ₹3,055 | 47,091.13 ₹3,060.92 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 1,650 | sqm | 10 ₹16,500 | 16.01 ₹26,416.50 |
| 1.00 | OD4840/2025-2026:Construction of embankment with approved soil material obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet a requirement of tables 300.1 and 300.2, including conveyance of 40km. | 47.4 | cum | 1,135 ₹53,799 | 1,135.23 ₹53,809.90 |
| 1.00 | OD4877/2025-2026:Granular sub-base/base/surface course with quarry muck /quarry waste by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with appropriate machiney on prepared surface, mixing by mix in place method with rotavator or any means and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | 30 | cum | 2,400 ₹72,000 | 2,400.17 ₹72,005.10 |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 253.5 | cum | 3,650 ₹9.3 L | 3,750.64 ₹9.5 L |
| 1.01 | 5.1.1a:Prime Coat :- Low porosity 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 | 1,950 | sqm | 76 ₹1.5 L | 76.08 ₹1.5 L |
| 1.01 | 5.2.3a:Tack Coat 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. | 1,950 | sqm | 16 ₹31,200 | 16.56 ₹32,292 |
| 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) | 1,950 | sqm | 285 ₹5.6 L | 288.54 ₹5.6 L |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1.28 | cum | 9,500 ₹12,160 | 9,887.04 ₹12,655.41 |
Tender Value
₹21.1 L
EMD Value
₹50,000
Closing Date
10 Nov 2025, 6:00 pmClosed
Executive Engineer
Harbour Engineering Division, Alappuzha
Construction of Bituminous road, Construction of Retaining wall, Supplying and Laying Geotextile
2025_HED_817811_1
HED/CEHED/TR/727/2025_5_1_1/1
Open Tender
Civil Works - Roads
300 days
Mannancherry Grama Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
4 Mar 2026
31 Oct 2025
12 Nov 2025
31 Oct 2025
10 Nov 2025
31 Oct 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 0.04 MB
FORM.pdf
Tender Documents • 2.29 MB
BOQ_1370345.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid