Road Re Construction Of Culvert And Drainage Facilities Between Km 8 / 300 To 8 / 700 On Arapeeika Kannadipoyil Koottalida Road -General Civil Work Reconstruction Of Culvert And Providing Drainage Facilities
Tender Value
22.28 Lakhs
Estimated cost
Bid Submission
14 Sep 2022
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
balussery → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Road Re Construction Of Culvert And Drainage Facilities Between Km 8 / 300 To 8 / 700 On Arapeeika Kannadipoyil Koottalida Road -General Civil Work Reconstruction Of Culvert And Providing Drainage Facilities
BOQ
| Sl. No. | Item Description |
| 1 | CONSTRUCTION OF CULVERTS |
| 2 | 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 |
| 3 | 2.4.4.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 metres Dismantling Stone Masonry - Rubble stone masonry in lime mortar |
| 4 | OD43173/2022-2023:null pumping or bailing out water and removing slush etc. using pump set including cost of labour, oil, hire charges of pump set etc. complete |
| 5 | OD43172/2022-2023:RING BUND Type II Putting up ring bund with earth fill gunny bags of top width 1.00m bottom width 2.00m height 2.00m side and filling between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc. complete. |
| 6 | 3.13.1.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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) |
| 7 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material |
| 8 | 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. |
| 9 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 |
| 10 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical SpecificationsRCC Grade M20 - Using Concrete Mixer |
| 11 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 12 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 13 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical SpecificationsPCC Grade M20 (Without formwork) |
| 14 | 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 |
| 15 | 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. |
| 16 | 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. |
| 17 | 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. |
| 18 | OD106393/2022-2023:Mixed Seal Surfacing Manual Means-Type -A -Bitumen VG30 Providing -Laying and rolling of close graded pre mix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type A) 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. |
| 19 | OD107863/2022-2023:Providing 110 mm PVC pipe for weep hole in CC retaining wall |
| 20 | 15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 21 | OD109760/2022-2023:Dry rubble masonry work (using Deptl rubble)for substructure complete as per drawing and technical specifications |
AI Tender Summary
Tender Timeline
Sep 01, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 16, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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