Sltf 2019 2020 Providing Providing Urgent Reconstruction Of Damaged Culvert Ch 0 750 Km And Providing Urgent Patchwork Repairs With Mss To Thidanadu Pakayam Velukanampara Road Including Thidanad Ponthanal Bridge Approach Portion From Ch 0 000 Sltf 2019
Tender Value
20.08 Lakhs
Estimated cost
Bid Submission
25 May 2020
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
Erattupetta → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Sltf 2019 2020 Providing Providing Urgent Reconstruction Of Damaged Culvert Ch 0 750 Km And Providing Urgent Patchwork Repairs With Mss To Thidanadu Pakayam Velukanampara Road Including Thidanad Ponthanal Bridge Approach Portion From Ch 0 000 Sltf 2019 2020 Providing Providing Urgent Reconstruction Of Damaged Culvert Ch 0 750 Km And Providing Urgent Patchwork Repairs With Mss To Thidanadu Pakayam Velukanampara Road Including Thidanad Ponthanal Bridge Approach Portion From Ch 0 000 To
BOQ
| Work Name:SLTF 2019 - 2020, Providing providing urgent reconstruction of damaged culvert @ ch 0/750 km and providing urgent patchwork repairs with MSS to Thidanadu - Pakayam - Velukanampara Road including thidanad ponthanal bridge approach portion from ch 0/000 km to 0/300 km. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix - A - Resurfacing Works | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 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 | BI01010001010000000000000515BI0100001114 | 192 | cum |
| 3 | 1.02 | 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. | BI01010001010000000000000515BI0100001115 | 192 | cum |
| 4 | 1.03 | 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. | BI01010001010000000000000515BI0100001116 | 1240 | sqm |
| 5 | 1.04 | 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. | BI01010001010000000000000515BI0100001117 | 1240 | sqm |
| 6 | 1.05 | od38306/2019_2020 : Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A By manual means <br> -<br>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 V G 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 8-10 tonne capacity, and finishing to required level and grade. | BI01010001010000000000000515BI0100001118 | 1240 | sqm |
| 7 | 1.06 | 3.24.A : Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)<br>Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) | BI01010001010000000000000515BI0100001119 | 185 | metre |
| 8 | 2 | Appendix - B - Surface Drain | BI01010001010000000000000515BI0100001120 | ||
| 9 | 2.01 | 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. <br>\nOrdinary Soil - Depth upto 3m - Mechanical Means <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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | BI01010001010000000000000515BI0100001121 | 20.4 | cum |
| 10 | 2.02 | 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. | BI01010001010000000000000515BI0100001122 | 15.3 | cum |
| 11 | 2.03 | 12.8.B : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\nPCC Grade M20 (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | BI01010001010000000000000515BI0100001123 | 5.1 | cm |
| 12 | 3 | Appendix - D - 2.00 m x 1.50 m Culvert at ch 0/750 km | BI01010001010000000000000515BI0100001124 | ||
| 13 | 3.01 | 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 | BI01010001010000000000000515BI0100001125 | 31.56 | cum |
| 14 | 3.02 | 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. <br>\nOrdinary Soil - Depth upto 3m - Mechanical Means <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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | BI01010001010000000000000515BI0100001126 | 8.97 | cum |
| 15 | 3.03 | 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. | BI01010001010000000000000515BI0100001127 | 2.99 | cum |
| 16 | 3.04 | 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 | BI01010001010000000000000515BI0100001128 | 29.888 | cum |
| 17 | 3.05 | 12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | BI01010001010000000000000515BI0100001129 | 1.901 | MT |
AI Tender Summary
Tender Timeline
May 18, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMay 25, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 28, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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