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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.1 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹55.9 L+₹72,213.47 (1.31%)Rejected-AOC PATHANAMTHITTA DIST | IDUKKI | KERALA | 685533 | L2 | Rejected-AOC Second Lowest Bidder | |
| 3 | L3₹56.2 L+₹1.1 L (1.94%)Rejected-AOC | L3 | Rejected-AOC Third Lowest Bidder | |
| 4 | Rejected-Technical KERALA | IDUKKI | KERALA | 685533 | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | AZEEZ M .M L5 | SUNILPJACOB L7 | Ajikumar G L2 | NITHIN.P.JOHN L3 | PRABHA.M.V L4 | C.K. NANDAKUMAR L1 | P SREEKUMAR L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix-A- Road Surfacing | ||||||||||
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 660 | sqm | 6.16 ₹4,065.6 | 7 ₹4,620 | 6 ₹3,960 | 6 ₹3,960 | 6.16 ₹4,065.6 | 5.76 ₹3,801.6 Lowest | 6.16 ₹4,065.6 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 60 | cum | 2,558.72 ₹1,53,523.2 | 2,559 ₹1,53,540 | 2,350 ₹1,41,000 | 2,300 ₹1,38,000 Lowest | 2,500 ₹1,50,000 | 2,392.3 ₹1,43,538 | 2,559 ₹1,53,540 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 18 | cum | 2,646.11 ₹47,629.98 | 2,647 ₹47,646 | 2,400 ₹43,200 Lowest | 2,600 ₹46,800 | 2,600 ₹46,800 | 2,474 ₹44,532 | 2,646.11 ₹47,629.98 |
| 1.00 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 60 | cum | 5,561.23 ₹3,33,673.8 | 5,562 ₹3,33,720 | 5,200 ₹3,12,000 | 5,300 ₹3,18,000 | 5,500 ₹3,30,000 | 5,199.75 ₹3,11,985 Lowest | 5,561.23 ₹3,33,673.8 |
| 1.00 | 55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. | 18 | cum | 12,534.54 ₹2,25,621.72 | 12,535 ₹2,25,630 | 11,400 ₹2,05,200 Lowest | 12,000 ₹2,16,000 | 12,300 ₹2,21,400 | 11,719.6 ₹2,10,952.8 | 12,534.54 ₹2,25,621.72 |
| 1.01 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 99 | cum | 3,655.42 ₹3,61,886.58 | 3,656 ₹3,61,944 | 3,400 ₹3,36,600 Lowest | 3,600 ₹3,56,400 | 3,500 ₹3,46,500 | 3,417.82 ₹3,38,364.18 | 3,655.42 ₹3,61,886.58 |
| 1.01 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 660 | sqm | 63.8 ₹42,108 | 64 ₹42,240 | 63 ₹41,580 | 63 ₹41,580 | 63.8 ₹42,108 | 59.65 ₹39,369 Lowest | 64 ₹42,240 |
| 1.01 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 8,351 | sqm | 12.37 ₹1,03,301.87 | 13 ₹1,08,563 | 12 ₹1,00,212 | 12.37 ₹1,03,301.87 | 12.37 ₹1,03,301.87 | 11.57 ₹96,621.07 Lowest | 12.37 ₹1,03,301.87 |
| 1.01 | OD259766/2025-2026:Providing laying and rolling of MSS/close graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (Type A) aggregates using viscosity grade bitumen (VG 30) to the required line, grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel sstic roller of 80-100 KN capacity and finishing to required level and grade by manual means | 8,351 | sqm | 286.36 ₹23,91,392.36 | 287 ₹23,96,737 | 260 ₹21,71,260 Lowest | 280 ₹23,38,280 | 286.36 ₹23,91,392.36 | 267.75 ₹22,35,980.25 | 286.36 ₹23,91,392.36 |
Tender Value
₹59.0 L
EMD Value
₹50,000
Closing Date
12 Mar 2026, 5:00 pmClosed
Executive Engineer
Office of The Executive Engineer,PWD Buildings Division,Pathanamthitta
LAC-ADS-2024-25 - Providing 20 mm MSS in Elanthoor - Edapariyaram- Mukoodu jn -ch 0/000 to 2/500-General Civil Work
2026_PWD_844086_1
PWD/RB/TR/23638/2025-5-1-1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Elanthoor
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
29 Sept 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A- Road Surfacing | |||||
| 1.001 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 660 | sqm | - | - |
| 1.002 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 60 | cum | - | - |
| 1.003 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 18 | cum | - | - |
| 1.004 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 60 | cum | - | - |
| 1.005 | 55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. | 18 | cum | - | - |
| 1.006 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 99 | cum | - | - |
| 1.007 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 660 | sqm | - | - |
| 1.008 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 8,351 | sqm | - | - |
| 1.009 | OD259766/2025-2026:Providing laying and rolling of MSS/close graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (Type A) aggregates using viscosity grade bitumen (VG 30) to the required line, grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel sstic roller of 80-100 KN capacity and finishing to required level and grade by manual means | 8,351 | sqm | - | - |
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