Tender For General-Rm 2026-27/Rc-2/Zone 5 -One Year Running Contract For Various Pwd Roads Under Roads Section Karunagappally In Kollam District-5 Road Stretches For A Length Of 11.631 Km General Civil Work-Rc-General Civil Work
Tender Value
67.36 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
3 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
Kollam → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for General-Rm 2026-27/Rc-2/Zone 5 -One Year Running Contract For Various Pwd Roads Under Roads Section Karunagappally In Kollam District-5 Road Stretches For A Length Of 11.631 Km General Civil Work-Rc-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Appendix A Reactive Maintenance/Initial rectification |
| 2 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) |
| 3 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 4 | 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 | 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. |
| 6 | OD6451/2026-2027:Providing,laying and rolling of close graded pre mix carpet of 20mm thickness composed of 11.2mm to 0.09mm(MORTH-M-041) aggregates premixed using viscosity grade Bitumen usingVG30 to the required line gradeand level to serve as wearing course on a previously prepared base including mixing in a suitable plant laying and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade |
| 7 | 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 | 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. |
| 9 | Appendix B Premonsoon Works |
| 10 | OD6447/2026-2027:Engaging mazdoor for lowering side berms ,clearing side berms, clearing side drains ,removing silt and clay from culverts and BT surface,cutting earthen drains,diverting blocked water,removing the branches of fallen trees or trees leaned towards the road clearing traffic blockage ,stack the wood at suitable place and various works as directed by engineer in charge |
| 11 | OD6448/2026-2027:Filling up pot holes with bituminous ready mix compacting (25kg bag) and compacted (rate is arrived a bag of 25kg )and compacted by ramming to get a compact surface including cost of materials laying charges, transportation to site etc complete. Assuming that an average of 30 bag of 25kg ready mix compound will laid in pot holes in a day |
| 12 | OD6450/2026-2027:Engaging tipper for conveying waste and debrisfrom site as per the direction of departmental officers in charge |
| 13 | OD6449/2026-2027:Engaging Hydraulic Excavator of 1cum bucket for various works as directed by the officer in charge. |
| 14 | Appendix C Proactive/Prevent Maintenance |
| 15 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 16 | 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 |
| 17 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 |
| 18 | 55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete |
| 19 | OD129325/2026-2027:Removing the old existing vinyl sticker works on the display board of running contract and replacing with new vinyl sticker, including lettering symbols and transporting to site etc as per approved drawing and directions of the engineer |
| 20 | 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) |
| 21 | 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. |
| 22 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 23 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) |
| 24 | 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. |
| 25 | 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. |
| 26 | OD50168/2026-2027:Providing laying and rolling of MSS/close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (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 static roller of 80- 100 KN capacity and finishing to required level and grade By manual means |
| 27 | 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. |
| 28 | 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. |
| 29 | 4.2.A.2: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-IV - For lower sub-base - Mix in Place Method |
| 30 | 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. |
| 31 | Appendix D Road Emergency works |
| 32 | OD6441/2026-2027:Engaging tipper for conveying waste and debrisfrom site as per the direction of departmental officers in charge |
| 33 | OD6443/2026-2027:Engaging Hydraulic Excavator of 1cum bucket for various works as directed by the officer in charge. |
| 34 | OD6442/2026-2027:Engaging mazdoor for lowering side berms ,clearing side berms, clearing side drains ,removing silt and clay from culverts and BT surface,cutting earthen drains,diverting blocked water,removing the branches of fallen trees or trees leaned towards the road clearing traffic blockage ,stack the wood at suitable place and various works as directed by engineer in charge |
| 35 | OD6446/2026-2027:Hire charge for wood cutting equipment pulley,coir and other equipment |
| 36 | OD6444/2026-2027:Engaging wood cutter for cutting down the dangerously standing trees and its branches |
| 37 | Appendix E Routine Inspection Charges AND Road Safety Works |
| 38 | OD6452/2026-2027: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. |
| 39 | 8.4.2:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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. 60 cm equilateral triangle |
| 40 | 8.4.3:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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. 60 cm circular |
| 41 | 8.4.12:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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. 50cmx 60 cm rectangular (Single chevron etc.) |
| 42 | 55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm |
| 43 | 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. |
| 44 | 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 :- |
| 45 | OD129323/2026-2027:Supplying and erecting LED solar blinker lights with micro controller based blinker controller, pole and panel frame, pole cap, MS clamps for mounting of signal heads, 300mm polycarbonate housing with door assembly, supply cable, 30mm LED signal aspects, battery bank, solar photo voltaic modules and charges control unit including erection, testing and commissioning etc. complete. |
| 46 | 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) |
| 47 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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