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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹1.5 CrRejected-AOC KALAPPURACKAL H RAMAPURAM BAZAR P O KOTTAYAM 686576 | RAMAPURAM | KOTTAYAM | KERALA | 686576 | ₹1.5 Cr | L2 | Rejected-AOC 2nd Lowest |
| Sl No | Description | Qty | Unit | HARIDAS PANTHAPLACKAL MADHAVANPILLAI L1 | siby joseph L2 |
|---|---|---|---|---|---|
| 1.00Appendix A Reactive Maintenance | |||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 1.45 | cum | 2,482 ₹3,593.94 | 2,566 ₹3,715.57 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 5.14 | cum | 2,303 ₹11,835.12 | 2,482 ₹12,755 |
| 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. | 5.14 | cum | 5,005 ₹25,720.70 | 5,394 ₹27,719.77 |
| 1.00 | OD214149/2025-2026: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. | 1.45 | cum | 9,000 ₹13,032 | 9,308 ₹13,477.98 |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 95.55 | cum | 3,235 ₹3.1 L | 3,486 ₹3.3 L |
| 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. | 19.8 | cum | 3,290 ₹65,142 | 3,545 ₹70,191 |
| 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. | 132 | sqm | 63 ₹8,316 | 61 ₹8,052 |
| 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. | 1,137 | sqm | 11.14 ₹12,666.18 | 12 ₹13,644 |
| 1.01 | OD162299/2025-2026:Type A - by Manual Means : 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 | 1,137 | sqm | 260 ₹3.0 L | 277.76 ₹3.2 L |
Tender Value
₹1.5 Cr
EMD Value
₹50,000
Closing Date
17 Jan 2026, 5:00 pmClosed
Superintending Engineer, PWD Roads South Circle, T
Office of the Superintending Engineer Roads South Circle, TVPM
GENERAL RM 2025 26 RC 2 Phase 2 One year Running Contract for various PWD Roads under Road Section Kanjirappally in Kottayam district 14 road stretches for a length of 65 9 km General Civil Work
2026_PWD_826117_1
PWD/RB/TR/17516/2025_5_1_1/1
Open Tender
Civil Works - Roads
Kanjirappally
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
2 Mar 2026
7 Jan 2026
21 Jan 2026
7 Jan 2026
17 Jan 2026
7 Jan 2026
Appendix A Reactive Maintenance
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.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.
OD214149/2025-2026: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.
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
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.
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.
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.
OD162299/2025-2026:Type A - by Manual Means : 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
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
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)
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD214152/2025-2026:11.18. Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately.
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.
OD172081/2025-2026:Providing and fixing of DLP board for Running contract work with Non-retro-reflectorized Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum sheeting 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, 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
OD158070/2025-2026:Providing and fixing New Non-retro-reflectorised Vinyl sign using Vinyl Printed sheeting fixed over existing DLP board for Running contract work with with 1 years warranty manufactured with area not exceeding 0.9 sqm, after clearing old sticker from surface
APPENDIX B PRE MONSOON WORKS
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD158074/2025-2026:Engaging Hydraulic Excavator with Driver and fuel
OD158073/2025-2026:Hire and running charges of tipper
OD158072/2025-2026:Engaging man mazdoor for clearing blocked culverts and CC drains etc, for loading & unloading activities, and other miscellaneous activities etc complete
55.15:Refurbishment of existing signboardsRefurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete.
APPENDIX C PROACTIVE-PREVENTIVE MAINTENANCE
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
OD214151/2025-2026: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.
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.
OD158059/2025-2026:Type A - by Manual Means : 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 of MORD
10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material
OD158060/2025-2026:Filling up of potholes with Bituminous Readymix compound (25 kg bag) and compacting by ramming to get a compact surface including of cost of materials laying charges transportation to site. etc complete rate is arrived for a bag of 25 kg.
OD171726/2025-2026:Conducting and reporting routine inspections for the entire length of project Road at a frequency of 7 days through out the agreement period of the running contract as directed by the departmental officer at site Additional RI may be required in response to reports or 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 wet weather.
Appendix D Emergency works
OD158066/2025-2026:Engaging wood cutter with machine for Cutting of trees including cutting of trunks and removal of stumps, roots, etc/ Cutting down Unsafe branches of trees
OD158064/2025-2026:Engaging Man Mazdoor
OD158062/2025-2026:Filling up of potholes with Bituminous Readymix compound (25 kg bag) and compacting by ramming manually to get a compact surface including of cost of materials laying charges transportation to site. etc complete rate is arrived for a bag of 25 kg.
OD158065/2025-2026:Supplying Hydraulic Excavator with Driver and fuel
OD158061/2025-2026:Hire and running charges of tipper
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