Dp Kkd- 2019-20 Kozhikkavil Karuvannur Road Completion - Naduvannur Road Works
Tender Value
42.38 Lakhs
Estimated cost
Bid Submission
19 Oct 2019
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2625
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Naduvannur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Dp Kkd- 2019-20 Kozhikkavil Karuvannur Road Completion - Naduvannur Road Works
BOQ
| Work Name:DP KKD 2019-20 Kozhikkavil Karuvannur Road Completion in Naduvannur G.P(0223/20) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 1.CULVERT(2 NOS:) | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 2.7.D : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(D)Dry Rubble Masonry | BI01010001010000000000000515BI0100001114 | 8.25 | cum |
| 3 | 1.002 | 2.5.2.B : Dismantling of Structures<br>\nDismantling 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 m as per Technical Specification Clause 202.<br>\n(II) By Mechanical Means <br>(B)\tReinforced Cement Concrete | BI01010001010000000000000515BI0100001115 | 5.085 | cum |
| 4 | 1.003 | od329932/2019_2020 : :DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with<br>good quality blasted rubble including packing to compactness to lines and levels for road protection to<br>withstand the dynamic loads due to moving traffic including cost and conveyance of all materials labour<br>charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001116 | 4.963 | cum |
| 5 | 1.004 | od329903/2019_2020 : :DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry using<br>Departmental rubble including packing to compactness to lines and levels for road protection to withstand<br>the dynamic loads due to moving traffic including cost and conveyance of all materials labour charges etc.<br>complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001117 | 4.538 | cum |
| 6 | 1.005 | 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 | BI01010001010000000000000515BI0100001118 | 61.908 | cum |
| 7 | 1.006 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001119 | 7.125 | cum |
| 8 | 1.007 | 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001120 | 19.906 | cum |
| 9 | 1.008 | 12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100001121 | 1.474 | tonne |
| 10 | 1.009 | 12.5.3 : 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 m III.R.C.C grade M 20 | BI01010001010000000000000515BI0100001122 | 3.402 | cum |
| 11 | 1.01 | 13.1.2 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | BI01010001010000000000000515BI0100001123 | 11.876 | cum |
| 12 | 1.011 | 13.1.1.1 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I.R.C.C grade M 20(i)For nominal mix 1:2:4 | BI01010001010000000000000515BI0100001124 | 0.701 | cum |
| 13 | 2 | 2.CROSS DRAIN & TARRING | BI01010001010000000000000515BI0100001125 | ||
| 14 | 2.001 | 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 | BI01010001010000000000000515BI0100001126 | 265.8 | cum |
| 15 | 2.002 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001127 | 19.602 | cum |
| 16 | 2.003 | 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001128 | 87.201 | cum |
| 17 | 2.004 | 9.3.C : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C)750 mm dia | BI01010001010000000000000515BI0100001129 | 11 | metre |
| 18 | 2.005 | 3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | BI01010001010000000000000515BI0100001130 | 1800 | sqm |
| 19 | 2.006 | 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. | BI01010001010000000000000515BI0100001131 | 862 | cum |
| 20 | 2.007 | 4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)\tUsing Gravel mix soil. | BI01010001010000000000000515BI0100001132 | 180 | cum |
| 21 | 2.008 | od330260/2019_2020 : granular sub base with local materials mix in normal method construction of granular sub base with local materials including all charges etc. using gravel mix soil obtained from scarification etc.complete. | BI01010001010000000000000515BI0100001133 | 45 | cum |
| 22 | 2.009 | od330332/2019_2020 : Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (MoRD )k | BI01010001010000000000000515BI0100001134 | 45 | cum |
| 23 | 2.01 | 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 | BI01010001010000000000000515BI0100001135 | 337.5 | cum |
| 24 | 2.011 | 75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing 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 | BI01010001010000000000000515BI0100001136 | 2250 | sqm |
| 25 | 2.012 | 75.5.2.3pb : Tack Coat - With Packed Bitumen Rates <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. | BI01010001010000000000000515BI0100001137 | 2250 | sqm |
| 26 | 2.013 | 75.5.9.2.2.Pd : Plastic Roads - Bitumen - S-65 <br> 20 mm thick Open- Graded Premix Carpet using Bituminous ( Penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearinf 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 Type C as Techinical Specification Clause 508 (with 7% of bitumen replaced by shreadded waste plastice) <br> Case - I By Manual Means <br> <br> (II) Bitumen (S-65) ( VG-30) | BI01010001010000000000000515BI0100001138 | 2250 | sqm |
| 27 | 2.014 | 75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing 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<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001139 | 2250 | sqm |
| 28 | 2.015 | od299074/2019_2020 : Providing concrete for plain/reinforced concretefor irish drain complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001140 | 72 | cum |
| 29 | 3 | 3.Name Board | BI01010001010000000000000515BI0100001141 | ||
| 30 | 3.001 | od300139/2019_2020 : od144546/2018_2019 :providing and fixing metal name board size of 120x60cm with 15 dia and2mm thick g i<br>pipe .8 mm m s sheet 35x35x5mm angle for post including all charge<br> | BI01010001010000000000000515BI0100001142 | 1 | each |
AI Tender Summary
Tender Timeline
Oct 12, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 19, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 21, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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