Tender For General-General-Rm-2026-27.-Rc 2 , /Zone 3 One Year Rc/Ranni Section/Pathanamthitta-For Various Pwd Roads Under Roads Section Ranny 13 Road Stretches For A Length Of 73.514 Km .-General Civil Work
Tender Value
1.01 Crore
Estimated cost
Bid Submission
23 Sep 2026
7 days left
EMD
50000
Bank guarantee accepted
Document Fee
6508
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvananthapuram → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for General-General-Rm-2026-27.-Rc 2 , /Zone 3 One Year Rc/Ranni Section/Pathanamthitta-For Various Pwd Roads Under Roads Section Ranny 13 Road Stretches For A Length Of 73.514 Km .-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Appendix :A -Reactive Maintenance(Initial Rectification work) |
| 2 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 3 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) |
| 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 | 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. |
| 7 | OD9431/2026-2027:Close Graded Premix Surfacing/Mixed Seal Surfacing:-Case I,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 0.09 mm (Type A) aggregates using penetration grade bitumen using VG 30 to the 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 smooth wheeled roller 80-100 KN capacity,and finished to required level and grade |
| 8 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method |
| 9 | 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 |
| 10 | 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. |
| 11 | 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 :- |
| 12 | 12.1.2.B: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 Rock (not requiring blasting ) - Depth up to 3 m - Mechanical Means |
| 13 | OD25552/2026-2027:Dry rubble masonry for foundation and superstructure. |
| 14 | 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. |
| 15 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 |
| 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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) |
| 18 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 19 | 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. |
| 20 | Appendix -B Pre Monsoon works |
| 21 | OD121706/2026-2027:Engaging wood cutter with machine for cutting of trees, including cutting of trunks, branches and removal of stumps, roots etc |
| 22 | OD9423/2026-2027:Conveying materials &debris by Tipper lorry( 5 tonne ) to the places pointed by the departmental officers/ dumping yard |
| 23 | OD9425/2026-2027:Engaging Man Mazdoor for assisting wood cutter and removing branches of trees, cutting in shape for keeping road side without hindrance to the traffic as per the direction of deptl . officers at site |
| 24 | OD9422/2026-2027:Engaging Man Mazdoor for clearing chocked culvert, clearing vegetation, removing covering slab, clearing drain etc |
| 25 | OD24803/2026-2027:Filling up potholes with bituminous ready mix compound (25kg bag) and compacting by ramming to get a compact surface including of cost of material,laying charges, transportation to site etc. complete rate is arrived for a bag of 25kg Assuming a average of 30 bags of 25 kg ready mix compound will be laid in potholes in a day |
| 26 | OD9427/2026-2027:Engaging Hydraulic Excavator of 1 cum bucket |
| 27 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area |
| 28 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means |
| 29 | OD121717/2026-2027:Providing and fixing of vinyl printed sticker over existing running contract information board with non-retro reflectorized Vinyl sign with 1 year warranty manufactured Vinyl Printed sheet including lettering symbols etc. |
| 30 | Appendix C : Proactive/Preventive maintenance works |
| 31 | 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 |
| 32 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) |
| 33 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 34 | 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. |
| 35 | 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. |
| 36 | 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. |
| 37 | OD9414/2026-2027:Close Graded Premix Surfacing/Mixed Seal Surfacing:-Case I,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 0.09 mm (Type A) aggregates using penetration grade bitumen using VG 30 to the 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 smooth wheeled roller 80-100 KN capacity,and finished to required level and grade |
| 38 | OD9412/2026-2027: :Engaging man mazdoor for clearing drain and culvert. |
| 39 | OD9411/2026-2027:Engaging Hydraulic Excavator of 1 cum bucket |
| 40 | OD9413/2026-2027:Engaging labour with passenger car not less than 1000cc for Conducting and reporting routine inspections for 20 km for the entire length of the Project road at a frequency of 7 days through out the agreement period of running contract as directed by the departmental officers. |
| 41 | 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 <br> For grading II- 13 mm (Nominal size) Material |
| 42 | Appendix D :Emergency works |
| 43 | OD9415/2026-2027:Engaging Hydraulic Excavator of 1 cum bucket |
| 44 | OD9419/2026-2027:Engaging Man Mazdoor for clearing chocked culvert, clearing vegetation, removing covering slab, clearing drain etc |
| 45 | OD121726/2026-2027:Engaging wood cutter with machine for cutting of trees, including cutting of trunks, branches and removal of stumps, roots etc |
| 46 | OD9417/2026-2027:Conveying materials &debris by Tipper lorry( 5 tonne ) to the places pointed by the departmental officers/ dumping yard |
| 47 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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