Upgradation Of Coastal Roads In Ernakulam Dist Upgradation Of Coastal Roads In Ernakulam DistN I J Lp School Road In Ward 13 Of KumbalamPanchayath
Tender Value
76.17 Lakhs
Estimated cost
Bid Submission
20 Feb 2020
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2975
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KUMBALAM → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Coastal Roads In Ernakulam Dist Upgradation Of Coastal Roads In Ernakulam DistN I J Lp School Road In Ward 13 Of KumbalamPanchayath
BOQ
| Work Name : Upgradation of coastal roads in Ernakulam Dist-N.I.J LP School road in ward 13 of Kumbalam Panchayath | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | od7353/2019_2020 : Preparation of Foundation for Embankment<br><br>Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means<br><br>Scarifying the existing bituminous road surface to a depth of 150 mm as per Technical Specification Clause 301.4. | BI01010001010000000000000515BI0100001114 | 3667.5 | sqm |
| 3 | 1.02 | 2.1 : Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | BI01010001010000000000000515BI0100001115 | 0.489 | Hecter |
| 4 | 1.03 | 4.9 : Wet Mix Macadam\t<br>\t\t\nProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.\t\t<br>\t\nBy Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001116 | 412 | cum |
| 5 | 1.04 | od7354/2019_2020 : Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. &lt;br&gt; (i) For Grading I Material | BI01010001010000000000000515BI0100001117 | 87.75 | cum |
| 6 | 1.05 | od7352/2019_2020 : Maintenace of bituminous surface road&lt;br&gt;&lt;br&gt;Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, applying bitumen emulsion prime coat at the bottom, bitumen emulsion tack coat on sides and on bottom and bitumen S-65 on top as per technical specifications Clauses 502 and 503. | BI01010001010000000000000515BI0100001118 | 10 | cum |
| 7 | 1.06 | 5.1.1a : Prime Coat :-\t\t\t\t\t\nLow porosity\t<br>\t\t\t\t\t\t\t\n\tProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001119 | 2714 | sqm |
| 8 | 1.07 | 5.2.1a : Tack Coat<br>\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001120 | 1102.5 | sqm |
| 9 | 1.08 | 5.2.3a : Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001121 | 2714 | sqm |
| 10 | 1.09 | 5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65\t\t<br>\t\t\t\t\t\t\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.\t\t<br>\t\t\t\t\t\t\nCase - I By Manual Means\t<br>\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001122 | 3784 | sqm |
| 11 | 1.1 | 5.12.B.3.2a : Seal Coat - Mechanical Means - Type C - Bitumen S-65\t\t<br>\t\t\t\t\t\t\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\t\t\t\t\t\t\t\t<br>\nB.\tBy Mechanical Means\t:-\t\t\t\t\t\t\nCase - III : Type C\t\t\t\t\t\t\t\t<br>\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001123 | 3784 | sqm |
| 12 | 1.11 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001124 | 51.75 | cum |
| 13 | 1.12 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001125 | 81 | cum |
| 14 | 1.13 | 15.6 : Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907. | BI01010001010000000000000515BI0100001126 | 110 | metre |
| 15 | 1.14 | 14.8 : Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | BI01010001010000000000000515BI0100001127 | 10.2 | cum |
| 16 | 1.15 | od3263/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 for drain foundation | BI01010001010000000000000515BI0100001128 | 18.401 | cum |
| 17 | 1.16 | od3264/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203&lt;br&gt;IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001129 | 1.5 | cum |
| 18 | 1.17 | 12.5.2.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mII.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001130 | 141.7 | cum |
| 19 | 1.18 | 11.4.5 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | BI01010001010000000000000515BI0100001131 | 60 | cum |
| 20 | 1.19 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001132 | 6 | tonne |
| 21 | 1.2 | 12.3 : Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001133 | 1054 | sqm |
| 22 | 1.21 | 3.14 : Construction of Subgrade and Earthen Shoulders<br>\nConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | BI01010001010000000000000515BI0100001134 | 104 | cum |
| 23 | 2 | Side protection | BI01010001010000000000000515BI0100001135 | ||
| 24 | 2.01 | 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001136 | 145 | cum |
| 25 | 2.02 | od3261/2019_2020 : Filling using Quarry Waste Construction of granular sub-base by providing local material like quarry waste spreading in uniform layers with motor grader on prepared surface, and compacting with smooth wheel roller to achieve the desired density complete. | BI01010001010000000000000515BI0100001137 | 866 | cum |
| 26 | 2.03 | od3262/2019_2020 : Lifting conveying and placing pre-cast drain cover slab in lines and levels as per the direction of officers at site including all cost labour charges etc complete. | BI01010001010000000000000515BI0100001138 | 132 | cum |
| 27 | 3 | interlock | BI01010001010000000000000515BI0100001139 | ||
| 28 | 3.01 | 55.23 : Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | BI01010001010000000000000515BI0100001140 | 877.5 | sqm |
AI Tender Summary
Tender Timeline
Feb 03, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 20, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 25, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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