Public Works Department-PWD has published Sr 2020-21-Urgent Reconstruction Of Damaged Culvert At Km 0/100 Of Koduvally Rec Road In Koduvally Lac Urgent Reconstruction Of Damaged Culvert. Submission Date for this Tender is 30-10-2020. Culvert Tenders in koduvally REC road Kerala. Bidders can get complete Tender details and download the document.
| Work Name:SR 2020-21-Urgent reconstruction of damaged culvert at km 0/100 of Koduvally REC road in Koduvally LAC | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Re-CONSTRUCTION OF CULVERTS & SIDE PROTECTION WALL | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 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 metres <br>\nCement Concrete Grade M-15 & M-20 - By Mechanical Means <br>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 Cement Concrete Grade M-15 & M-20 - By Mechanical Means | BI01010001010000000000000515BI0100001114 | 4.26 | cum |
| 3 | 1.02 | 2.4.4.B : 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 <br> Dismantling Stone Masonry - Rubble stone masonry in cement mortar.<br>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 cement mortar. | BI01010001010000000000000515BI0100001115 | 5.68 | cum |
| 4 | 1.03 | 3.13.1.A : 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.<br>\nOrdinary soil - Manual Means - (Depth upto 3 M)<br>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 - Manual Means - (Depth upto 3 M) | BI01010001010000000000000515BI0100001116 | 228.56 | cum |
| 5 | 1.04 | 13.9.A : Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification <br> Granular materialBack filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | BI01010001010000000000000515BI0100001117 | 14.6 | cum |
| 6 | 1.05 | od13694/2020_2021 : Dry masonry for retaining wall including cost labour charges conveyance etc completes using departmental rubble OBSERVED DATA | BI01010001010000000000000515BI0100001118 | 3.408 | cum |
| 7 | 1.06 | od15345/2020_2021 : Dry Rubble Masonry for superstructure complete as per drawing and Technical Specification | BI01010001010000000000000515BI0100001119 | 9.192 | cum |
| 8 | 1.07 | 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.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. | BI01010001010000000000000515BI0100001120 | 6.386 | cum |
| 9 | 1.08 | 12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br>\nPCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | BI01010001010000000000000515BI0100001121 | 39.751 | cum |
| 10 | 1.09 | 12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\n RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | BI01010001010000000000000515BI0100001122 | 5.475 | cum |
| 11 | 1.1 | 13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical SpecificationsSupplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001123 | 0.548 | MT |
| 12 | 1.11 | 13.8 : Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical SpecificationsProviding weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001124 | 8 | no |
| 13 | 1.12 | 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.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. | BI01010001010000000000000515BI0100001125 | 205.5 | sqm |
| 14 | 1.13 | 4.2.A.2 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br>\nGrading-IV - For lower sub base - Mix in Place Method <br>Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub base - Mix in Place Method | BI01010001010000000000000515BI0100001126 | 35.2 | cum |
| 15 | 1.14 | 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.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. | BI01010001010000000000000515BI0100001127 | 38.25 | cum |
| 16 | 1.15 | 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.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. | BI01010001010000000000000515BI0100001128 | 200 | sqm |
| 17 | 1.16 | 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.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. | BI01010001010000000000000515BI0100001129 | 255 | sqm |
| 18 | 1.17 | od15007/2020_2021 : od13684/2020 2021: Mixed seal surfacing - Manual means- Type A- Bitumen VG 30 , Providing, laying and rolling of close graded premix surfacing material of 20mm thickness composed of 0.9mm to 11.2mm (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 8-10kN static roller and finishing to required level and grade as per technical specification | BI01010001010000000000000515BI0100001130 | 255 | sqm |
| 19 | 1.18 | 14.16 : Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. | BI01010001010000000000000515BI0100001131 | 10.605 | sqm |
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