Mla Ads 2018-19-Construction Of Bridge Across Kadanadu Thodu In Kadanad-Kollappally Nadumuri Ward 11 Of Kadanad Panchayat
Tender Value
Ref. Documents
Estimated cost
Bid Submission
12 Feb 2021
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
Kadanad → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Mla Ads 2018-19-Construction Of Bridge Across Kadanadu Thodu In Kadanad-Kollappally Nadumuri Ward 11 Of Kadanad Panchayat
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Feb-2021 | Date Extension | Date | 12-Feb-2021 |
BOQ
| Work Name:MLA ADS 2018-19-Construction of bridge across kadanadu thodu inkadanad-kollappally nadumuri ward 11 of Kadanad Panchayat | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | BRIDGE PROPER | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 2.3.2.A : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br>Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means | BI01010001010000000000000515BI0100001114 | 0.027 | Hecter |
| 3 | 1.02 | 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 | BI01010001010000000000000515BI0100001115 | 186.414 | cum |
| 4 | 1.03 | 12.1.3.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 and backfilling with approved material.<br>\nHard Rock ( requiring blasting) - Manual 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.Hard Rock ( requiring blasting) - Manual Means | BI01010001010000000000000515BI0100001116 | 57.54 | cum |
| 5 | 1.04 | od23374/2020_2021 : Forming earth bag bund and demolishing it after completion of work including all cost of\rlabour charges, all lead and lift etc complete as per the direction of departmental officers at site. | BI01010001010000000000000515BI0100001117 | 15.6 | cum |
| 6 | 1.05 | od23376/2020_2021 : Pumping or bailing out water and removing slush etc by using pump set including cost of labour, oil, hire charges of pump set etc complete (based on CE Bldgs approved data 50.2.3.1) | BI01010001010000000000000515BI0100001118 | 42 | hour |
| 7 | 1.06 | 12.8.A : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br>\n PCC Grade M15 ( Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) | BI01010001010000000000000515BI0100001119 | 7.525 | cum |
| 8 | 1.07 | 12.8.G.1.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br>\n RCC Grade M30 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Concrete Mixer | BI01010001010000000000000515BI0100001120 | 77.938 | cum |
| 9 | 1.08 | 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 | BI01010001010000000000000515BI0100001121 | 7.794 | MT |
| 10 | 1.09 | 13.5.G.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications <br>\n RCC Grade M30 - Using concrete Mixer - Height upto 5m <br>Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Using concrete Mixer - Height upto 5m | BI01010001010000000000000515BI0100001122 | 48.544 | 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 | 6.554 | MT |
| 12 | 1.11 | od23028/2020_2021 : Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 110 mm dia uPVC 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 | 16.2 | metre |
| 13 | 1.12 | 14.1C.2.1.A : \"Furnishing and Placing Reinforced Cement Concrete Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump as per drawing and Technical Specification.\n<br>For solid slab super-structure - Height upto 5m\"Furnishing and Placing Reinforced Cement Concrete Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump as per drawing and Technical Specification.For solid slab super-structure - Height upto 5m | BI01010001010000000000000515BI0100001125 | 141.143 | cum |
| 14 | 1.13 | 14.2 : Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsSupplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001126 | 25.628 | MT |
| 15 | 1.14 | 14.4 : Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. | BI01010001010000000000000515BI0100001127 | 7.508 | cum |
| 16 | 1.15 | 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 | BI01010001010000000000000515BI0100001128 | 34.688 | cum |
| 17 | 1.16 | od23360/2020_2021 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete (CPWD data-50.10.2) | BI01010001010000000000000515BI0100001129 | 633.78 | kilogram |
| 18 | 1.17 | 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. | BI01010001010000000000000515BI0100001130 | 4.608 | cum |
| 19 | 1.18 | 14.11 : Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. | BI01010001010000000000000515BI0100001131 | 13.824 | cum |
| 20 | 1.19 | od22777/2020_2021 : Providing Drain holes in Reinforced concrete of Deck slab with 75 mm outer dia PVC pipe, extending vertically through the full depth of the deck and protrude 300 mm below soffit. Complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001132 | 22.5 | metre |
| 21 | 1.2 | 14.1.C.1 : Furnishing and Placing Reinforced Cement Concrete Grade M30 Using Concrete Mixer in super-structure as per drawing and Technical SpecificationFurnishing and Placing Reinforced Cement Concrete Grade M30 Using Concrete Mixer in super-structure as per drawing and Technical Specification | BI01010001010000000000000515BI0100001133 | 2.727 | cum |
| 22 | 1.21 | 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. | BI01010001010000000000000515BI0100001134 | 94.017 | sqm |
| 23 | 1.22 | 8.9.A : Providing and applying two coats of Epoxy paint of approved brand on steel surface after through cleaning of surface to give an even shadeProviding and applying two coats of Epoxy paint of approved brand on steel surface after through cleaning of surface to give an even shade | BI01010001010000000000000515BI0100001135 | 6.27 | sqm |
| 24 | 2 | Approach Road Construction | BI01010001010000000000000515BI0100001136 | ||
| 25 | 2.01 | 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.<br>\n Ordinary soil - Mechanical 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 - Mechanical Means - (Depth upto 3 m) | BI01010001010000000000000515BI0100001137 | 20.1 | cum |
| 26 | 2.02 | 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 | BI01010001010000000000000515BI0100001138 | 16.962 | cum |
| 27 | 2.03 | 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. | BI01010001010000000000000515BI0100001139 | 16.962 | cum |
| 28 | 2.04 | 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. | BI01010001010000000000000515BI0100001140 | 113.08 | sqm |
| 29 | 2.05 | 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. | BI01010001010000000000000515BI0100001141 | 110.08 | sqm |
| 30 | 2.06 | 55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | BI01010001010000000000000515BI0100001142 | 2.992 | cum |
| 31 | 2.07 | 55.3 : Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | BI01010001010000000000000515BI0100001143 | 0.998 | cum |
| 32 | 2.08 | 55.1.a : Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. <br>\nBy Manual Means.Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means. | BI01010001010000000000000515BI0100001144 | 110.08 | sqm |
| 33 | 2.09 | od23438/2020_2021 : Random Rubble Stone masonry (coursed/uncoursed) work using DEPARTMENTAL Stone in cement mortar 1:6 for substructure complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001145 | 18.304 | cum |
| 34 | 2.1 | od23390/2020_2021 : Stone tile work for wall lining up to 10m height with special adhesive over 12mm thick bed of cement mortar 1:3(1 cement:3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade 8mm thick(mirror polished and machine cut edge), including Engraving letters complete Granite stone of any colour and shade - Inaguration boards | BI01010001010000000000000515BI0100001146 | 2.43 | sqm |
AI Tender Summary
Tender Timeline
Feb 09, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 12, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 12, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 15, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender