Tender For Mla-Sdf-Mla-Adf 2025-26 Noolpuzha Gramapanchayath Cluster No: I-Naikketty-Mathamanghalam-Pulimaram Kavala Road Taring &Puthenkunnu Kariyabadi Paniya Unnathi Road Taring &Chithralakara Vayalvaramb Road Side Protection And Formation -General
Tender Value
46.60 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
1 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
Wayanad → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Mla-Sdf-Mla-Adf 2025-26 Noolpuzha Gramapanchayath Cluster No: I-Naikketty-Mathamanghalam-Pulimaram Kavala Road Taring &Puthenkunnu Kariyabadi Paniya Unnathi Road Taring &Chithralakara Vayalvaramb Road Side Protection And Formation -General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Naikketty-Mathamanghalam-Pulimaram kavala Road taring |
| 2 | 3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. |
| 3 | 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. |
| 4 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 5 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) |
| 6 | 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. |
| 7 | 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. |
| 8 | 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. |
| 9 | 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. |
| 10 | OD339655/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thicknesscomposed 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 a previously preparedbase, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour.,laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to therequired level and grade.(Modified item 5.7.1) |
| 11 | 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 |
| 12 | 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. |
| 13 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) |
| 14 | OD133176/2026-2027:Providing and fixing Concrete name plate of size 600mmx1000mm, 1200mm long, 800mm above ground level and 400mm below GL. casted in M20 Grade concrete reinforced with 8mm dia longitudinal bars @ 120 mm c/c and 8mm dia verticals @ 100mm c/c, firmly fixed in position by means of foundation of size 0.80mx0.30mx0.4m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in black letters in yellow surface. |
| 15 | APPENDIX -2 : Puthenkunnu-Karyambadi Paniya Unnathi Road Taring Ch 0/218-0/708 |
| 16 | 3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. |
| 17 | 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. |
| 18 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 19 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) |
| 20 | 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. |
| 21 | 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. |
| 22 | 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. |
| 23 | 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. |
| 24 | OD339703/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thicknesscomposed 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 a previously preparedbase, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour.,laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to therequired level and grade.(Modified item 5.7.1) |
| 25 | 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 |
| 26 | 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. |
| 27 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) |
| 28 | OD133177/2026-2027:Providing and fixing Concrete name plate of size 600mmx1000mm, 1200mm long, 800mm above ground level and 400mm below GL. casted in M20 Grade concrete reinforced with 8mm dia longitudinal bars @ 120 mm c/c and 8mm dia verticals @ 100mm c/c, firmly fixed in position by means of foundation of size 0.80mx0.30mx0.4m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in black letters in yellow surface. |
| 29 | Chithralakara vayalvaramb road side protection and formation |
| 30 | 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 |
| 31 | 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. |
| 32 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m |
| 33 | OD340552/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (60.7.1-Irrigation) |
| 34 | 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) |
| 35 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 36 | 3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 37 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 38 | OD133184/2026-2027:Providing and fixing Concrete name plate of size 600mmx1000mm, 1200mm long, 800mm above ground level and 400mm below GL. casted in M20 Grade concrete reinforced with 8mm dia longitudinal bars @ 120 mm c/c and 8mm dia verticals @ 100mm c/c, firmly fixed in position by means of foundation of size 0.80mx0.30mx0.4m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in black letters in yellow surface. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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