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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.4 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | L2₹51.2 L+₹3.8 L (8.03%)Rejected-Finance | L2 | Rejected-Finance SECOND LOWEST BIDDER | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | JOLLY JOSE L3 | sibi george L4 | BiBIN VARKEY L2 | AUGI K JOSEPH L1 | P J Mathachan L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Initial rectification appendix A | ||||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 4.38 | cum | 2,760.86 ₹12,092.57 | 2,789 ₹12,215.82 | 2,790 ₹12,220.2 | 2,500 ₹10,950 Lowest | 3,000 ₹13,140 |
| 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. | 4.38 | cum | 6,030 ₹26,411.4 | 6,091.48 ₹26,680.68 | 6,035 ₹26,433.3 | 5,500 ₹24,090 Lowest | 6,500 ₹28,470 |
| 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. | 580 | sqm | 13.25 ₹7,685 | 13.39 ₹7,766.2 | 13 ₹7,540 Lowest | 15 ₹8,700 | 15 ₹8,700 |
| 1.00 | OD2019/2025-2026: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 aggregate using penetration grade
bitumen to 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 8-10 KN static
roller and finishing to required level and grades as per Technical specification clause 509 of
MORD (Usage of bitumen is 22.00 kg /(10 m2) By Manual Means | 580 | sqm | 311.33 ₹1,80,571.4 | 314.51 ₹1,82,415.8 | 311 ₹1,80,380 | 295 ₹1,71,100 Lowest | 310 ₹1,79,800 |
| 1.00 | OD2018/2025-2026:Providing and fixing of DLP board for Running contract work with N 011-ret:ro-reflectorised Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum sheeting 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqrn, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. | 0.72 | sqm | 7,524.43 ₹5,417.59 | 7,601.14 ₹5,472.82 | 7,530 ₹5,421.6 | 7,000 ₹5,040 Lowest | 7,500 ₹5,400 |
| 1.01 | OD2017/2025-2026:Providing and fixing Vinyl sticker with 1 years warranty including lettering and symbols for existing DLP board 1.22* 0.61 m size including painting all exposed surface with two coat of epoxy painting etc complete. | 3.24 | sqm | 1,140.41 ₹3,694.93 Lowest | 1,152.03 ₹3,732.58 | 1,193 ₹3,865.32 | 1,150 ₹3,726 | 1,150 ₹3,726 |
| 1.01 | 8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification) | 127 | each | 739.4 ₹93,903.8 | 746.93 ₹94,860.11 | 739 ₹93,853 | 700 ₹88,900 Lowest | 800 ₹1,01,600 |
| 1.01 | 55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. | 120 | metre | 4,321.88 ₹5,18,625.6 | 4,365.94 ₹5,23,912.8 | 4,210 ₹5,05,200 | 3,800 ₹4,56,000 Lowest | 5,000 ₹6,00,000 |
| 1.01 | 3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. | 308.2 | cum | 54.12 ₹16,679.78 | 54.67 ₹16,849.29 | 54 ₹16,642.8 | 50 ₹15,410 Lowest | 61 ₹18,800.2 |
Tender Value
₹4.7 L
EMD Value
₹50,000
Closing Date
20 Sept 2025, 1:00 pmClosed
EXECUTIVE ENGINEER
PWD ROADS DIVISION IDUKKI PAINAVE
GENERAL-RM/2025-2026 - RC 2 Phase 1 / Zone V-One year running contract for various PWD Roads under Roads SectionNedumkandam in Idukki District 3 Roads stretches for a length of 10.050 Km
2025_PWD_796771_1
38/EE/2025-26
Open Tender
Civil Works - Roads
Item Rate
365 days
NEDUMKANDAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
30 Oct 2025
12 Sept 2025
22 Sept 2025
12 Sept 2025
20 Sept 2025
12 Sept 2025
Amount
Initial rectification appendix A
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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.
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.
OD2019/2025-2026: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 aggregate using penetration grade bitumen to 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 8-10 KN static roller and finishing to required level and grades as per Technical specification clause 509 of MORD (Usage of bitumen is 22.00 kg /(10 m2) By Manual Means
OD2018/2025-2026:Providing and fixing of DLP board for Running contract work with N 011-ret:ro-reflectorised Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum sheeting 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqrn, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
OD2017/2025-2026:Providing and fixing Vinyl sticker with 1 years warranty including lettering and symbols for existing DLP board 1.22* 0.61 m size including painting all exposed surface with two coat of epoxy painting etc complete.
8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)
55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.
3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
Pre-monsoon work Appendix B
OD2020/2025-2026:Engaging man Mazdoor For Removing / Cleaning the rubbish and other aligned activities etc.
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
Proactive/ Preventive Maintenance Appendix C
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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.
OD154832/2025-2026:Supplying instant road repair mix for filling up potholes in packets which contains 25kg of compounds
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.
OD2028/2025-2026: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 aggregate using penetration grade bitumen to 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 8-10 KN static roller and finishing to required level and grades as per Technical specification clause 509 of MORD (Usage of bitumen is 22.00 kg /(10 m2) By Manual Means
OD2026/2025-2026:Conducting and Reporting Routine Inspections for the entire length of the Project Road frequency of 7 days throughout the agreement period of the Running Contract as directed by the departmental officers at site Additional RI may be required in response to reports of complaints from the police, other authorities and the public as a result of major incidents, typhoon or flooding damages etc and are not measurable/ payable. A proportion of the RI should be carried out either during or immediately following a period of we weather.
12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
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
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
OD4327/2025-2026:PVC WEEP HOLES - Providing weep holes using 75mm dia. PVC pipes working pressure 4kgf/sq.cm including cost of materials, conveyance, labour charges etc. complete.
8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
Emergency works Appendix D
OD2022/2025-2026:Engaging Hydraulic Excavator for removing slipped earth and other unserviceable materials.
OD2023/2025-2026:Engaging Man Mazdoor for clearing existing choked culverts, drain and for placing cover slabs
OD2024/2025-2026:Engaging small Tipper for Various works in roads as per the directions of Engineer in charge
BiBIN VARKEY (BID ID -2345928)
JOLLY JOSE (BID ID -2348129)
sibi george (BID ID -2348143)
P J Mathachan (BID ID -2340322)
Bidder Name
JOLLY JOSE
P J Mathachan
sibi george
BiBIN VARKEY
AUGI K JOSEPH
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