Tender For General-Rm 2025-26. Rc1- Cluster1.One Year Rc/Pathanapuram.-One Year Running Contract Including Premonsoon And Routine Inspection For Pandithitta Panampatta Road 0/000 To 6/000 And Nedumkayam Rocky Barrier Road 0/000 To 0/860 In Pathanapuram La
Tender Value
26.77 Lakhs
Estimated cost
Bid Submission
27 Sep 2025
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pathanapuram → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
GENERAL-RM 2025-26. RC1- Cluster1.One year RC/Pathanapuram.-One year running contract including Premonsoon and Routine inspection for Pandithitta Panampatta road 0/000 to 6/000 and Nedumkayam Rocky Barrier road 0/000 to 0/860 in Pathanapuram LAC under roads section Pathanapuram - Kollam District . Total length of road is 6.86 Km.-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Appendix-B- Pre-monsoon works |
| 2 | OD143603/2024-2025:Engaging man mazdoor for clearing chocked culvert, clearing vegetation growth, emergency filling potholes with shelmac, assisting wood cutter, removing the RCC slab and cleaning drain etc. |
| 3 | OD143604/2024-2025:Engaging JCB for removal of raised berm, vegetation growth,removing deposits from drains, clearing earthen drain eviction purpose including hire charges, fuel, operator etc complete . |
| 4 | OD143605/2024-2025:Engaging tipper for conveying and disposing debris and waste materials cleared from the roadway including hire, fuel operator etc. complete. |
| 5 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metresCement Concrete Grade M-15 & M-20 - By Mechanical Means |
| 6 | 2.1.1:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm |
| 7 | 2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.Girth from 600 mm to 900 mm |
| 8 | 2.1.3:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.Girth from 900 mm to 1800 mm |
| 9 | 2.1.4:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit Girth above 1800 mm |
| 10 | OD249046/2024-2025:Filling up potholes with bituminous ready mix compound (25kg/bag) and compacted by ramming to get a compact surface including cost of materials, laying charges, transportation to site etc complete |
| 11 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area |
| 12 | Appendix-C-Proactive/Preventive Maintenance |
| 13 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 14 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) |
| 15 | 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. |
| 16 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. |
| 17 | 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. |
| 18 | 55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm. |
| 19 | 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. |
| 20 | 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. |
| 21 | 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. |
| 22 | OD143618/2024-2025: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 |
| 23 | OD143619/2024-2025:Providing and Sticking of non - retro reflectorized Vinyl sign on Existing Display Board forRunning Contract Work with one year warranty (manufactured with vinyl printed sheet) |
| 24 | 8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of \" category A\" made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :- |
| 25 | 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. |
| 26 | 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) |
| 27 | 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. |
| 28 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical SpecificationsRCC Grade M20 - Using Concrete Mixer - (Without formwork) |
| 29 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 |
| 30 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 31 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 32 | Routine Inspection |
| 33 | OD143617/2024-2025:Engaging labour with passenger car not less than 1000cc for conducting and reporting routineinspection for 20km for the enitre length of project road at a frequency of 7 days throughout theagreement period of running contract as per the direction of departmental officer. |
AI Tender Summary
Tender Timeline
Sep 19, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedSep 27, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 29, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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