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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹33.5 L+₹64,424.91 (1.96%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹34.4 L+₹1.6 L (4.73%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹35.5 L+₹2.6 L (7.94%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-documents not correct |
| Sl No | Description | Qty | Unit | Rinju P James L4 | T.T.THOMASKUTTY L2 | NITHIN.P.JOHN L1 | VINEETH RAJAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix-A-Reactive Maintenance / Initial rectification work. | |||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 9.33 | cum | 2,355 ₹21,979.22 | 2,225 ₹20,765.93 | 2,198 ₹20,513.93 Lowest | 2,286 ₹21,335.24 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 2.33 | cum | 2,435 ₹5,683.29 | 2,302 ₹5,372.87 | 2,275 ₹5,309.85 Lowest | 2,365 ₹5,519.91 |
| 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. | 9.33 | cum | 5,844 ₹54,542.05 | 5,496 ₹51,294.17 | 5,463 ₹50,986.18 Lowest | 5,679 ₹53,002.11 |
| 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. | 2.33 | cum | 13,125 ₹30,633.75 | 12,408 ₹28,960.27 | 12,266 ₹28,628.84 Lowest | 12,755 ₹29,770.17 |
| 1.00 | 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. | 2,223.69 | sqm | 17.5 ₹38,914.56 | 16 ₹35,579.02 Lowest | 16.2 ₹36,023.76 | 16 ₹35,579.02 Lowest |
| 1.01 | OD5002/2026-2027:Mix Seal Surfacing: 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 nishing to required level and grades as per Technical Specication Clause 509 of MORD.(Total usage of bitumen is 22.00kg/10m2) :-By Manual Means | 2,223.69 | sqm | 322 ₹7,16,027.86 | 305 ₹6,78,225.15 | 300 ₹6,67,106.7 Lowest | 312 ₹6,93,790.97 |
| 1.01 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 455 | sqm | 57 ₹25,935 | 53.75 ₹24,456.25 | 52 ₹23,660 Lowest | 55 ₹25,025 |
| 2.00Appendix-B- Pre-monsoon works | |||||||
| 2.00 | OD4989/2026-2027:Engaging man mazdoor for clearing chocked culvert, clearing vegetation, removing the RCC slab and cleaning drain etc. | 76 | Day | 1,036 ₹78,736 | 980 ₹74,480 | 969 ₹73,644 Lowest | 1,007 ₹76,532 |
Tender Value
₹38.5 L
EMD Value
₹50,000
Closing Date
19 Sept 2026, 11:00 amClosed
Executive engineer
Executive engineer, PWD Roads Division, Pathanamthitta
GENERAL RM 2026 27 RC 2 One year RC Kozhencherry Section Pathanamthiita One year Running Contract for various PWD Roads under Kozhencherry Roads Section in Pathanamthitta District 9 road stretches for a length of 30.132 Km-General Civil Work
2026_PWD_869171_1
PWD/RB/TR/5890/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
Kozhenchery
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
8 Oct 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A-Reactive Maintenance / Initial rectification work. | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 9.33 | cum | - | - |
| 1.002 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 2.33 | cum | - | - |
| 1.003 | 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. | 9.33 | cum | - | - |
| 1.004 | 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. | 2.33 | cum | - | - |
| 1.005 | 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. | 2,223.69 | sqm | - | - |
| 1.006 | OD5002/2026-2027:Mix Seal Surfacing: 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 nishing to required level and grades as per Technical Specication Clause 509 of MORD.(Total usage of bitumen is 22.00kg/10m2) :-By Manual Means | 2,223.69 | sqm | - | - |
| 1.007 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 455 | sqm | - | - |
| 2Appendix-B- Pre-monsoon works | |||||
| 2.001 | OD4989/2026-2027:Engaging man mazdoor for clearing chocked culvert, clearing vegetation, removing the RCC slab and cleaning drain etc. | 76 | Day | - | - |
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