Sr 2019-20 Providing Side Protection Wall Karinilam Punchavayal -504 Colony Road Sr 2019-20 Side Protection Wall Cross Draninage Facilities To Karinilam Punchavayal Roadf
Tender Value
13.38 Lakhs
Estimated cost
Bid Submission
19 May 2020
0 days left
EMD
33473
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kanjirappally → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Sr 2019-20 Providing Side Protection Wall Karinilam Punchavayal -504 Colony Road Sr 2019-20 Side Protection Wall Cross Draninage Facilities To Karinilam Punchavayal Roadf
BOQ
| Work Name:SR 2019-20 Providing side protection wall & cross drainage facilities to Karinilam-Punchavayal-504 colony-Kuzhimavu Road : Ch 1/500 Km | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | DETAILED ESTIMATE | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 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 | BI01010001010000000000000515BI0100001114 | 192.2 | cum |
| 3 | 1.02 | od31750/2019_2020 : Chemical blasting with out using explosives and removing the hard rock (measured on solids to form approved lines and levels etc by drilling holes suitable diameter 30 mm c/c and rubble convey by lorry with an average lead of 5.00 Km by lorry | BI01010001010000000000000515BI0100001115 | 7 | cum |
| 4 | 1.03 | 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. | BI01010001010000000000000515BI0100001116 | 24.45 | cum |
| 5 | 1.04 | 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) | BI01010001010000000000000515BI0100001117 | 23.15 | cm |
| 6 | 1.05 | 13.5.A : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications <br>\n PCC Grade M15 - Height upto 5m <br>Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | BI01010001010000000000000515BI0100001118 | 98.04 | cum |
| 7 | 1.06 | 13.5.E.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications<br>\n RCC Grade M20 - Using concrete Mixer - Height upto 5m <br>Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m | BI01010001010000000000000515BI0100001119 | 6 | cum |
| 8 | 1.07 | 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 | BI01010001010000000000000515BI0100001120 | 1.047 | MT |
| 9 | 1.08 | 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 motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 <br>\n Grading-I - Plant Mix MethodConstruction 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 motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | BI01010001010000000000000515BI0100001121 | 8.25 | cum |
| 10 | 1.09 | 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. | BI01010001010000000000000515BI0100001122 | 8.25 | cum |
| 11 | 1.1 | 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. | BI01010001010000000000000515BI0100001123 | 55 | sqm |
| 12 | 1.11 | 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. | BI01010001010000000000000515BI0100001124 | 110 | sqm |
| 13 | 1.12 | od31422/2019_2020 : 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 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) 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 Clause 509 of MORD | BI01010001010000000000000515BI0100001125 | 110 | per sqm |
| 14 | 1.13 | 8.8 : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesPainting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | BI01010001010000000000000515BI0100001126 | 53.76 | sqm |
| 15 | 1.14 | 55.10.1 : Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm <br>Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.<br>300 mm x 900 mmProviding and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm | BI01010001010000000000000515BI0100001127 | 4 | each |
AI Tender Summary
Tender Timeline
May 11, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMay 19, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 22, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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