Tender For Project No . 68/20 Kavupoyil Mannangara Road In Narikkuni Gp Road Work
Tender Value
14.28 Lakhs
Estimated cost
Bid Submission
24 Oct 2019
0 days left
EMD
35800
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
NARIKKUNI → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for project no . 68 / 20 kavupoyil mannangara road in narikkuni gp road work
BOQ
| Work Name:PLAN 2019-2020PROJECT NO:68 KAVUPOYIL MANNANGARA ROAD, WARD 5, NARIKKUNI GP | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road Works | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001114 | 65.251 | cum |
| 3 | 1.002 | 3.3 : Construction of Embankment with Material Obtained from Roadway Cutting\t\t<br>\t\nConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001115 | 65.252 | cum |
| 4 | 1.003 | od184733/2019_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 (Modified DAR 51.2.3) | BI01010001010000000000000515BI0100001116 | 2.04 | cum |
| 5 | 1.004 | 3.4 : Construction of Embankment with Material Obtained from Borrow Pits\t<br>\t\t\nConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001117 | 24.749 | cum |
| 6 | 1.005 | 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 | BI01010001010000000000000515BI0100001118 | 2.04 | cum |
| 7 | 1.006 | 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) | BI01010001010000000000000515BI0100001119 | 5.1 | cum |
| 8 | 1.007 | 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 | BI01010001010000000000000515BI0100001120 | 1.836 | 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 | 0.276 | tonne |
| 10 | 1.009 | od184693/2019_2020 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. (modified DAR 60.7.1) | BI01010001010000000000000515BI0100001122 | 13.75 | cum |
| 11 | 1.01 | od184694/2019_2020 : DRY RUBBLE MASONRY_ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels coat and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site | BI01010001010000000000000515BI0100001123 | 58.432 | cum |
| 12 | 1.011 | od184695/2019_2020 : DR with Departmental stone- DRY RUBBLE MASONRY- Dry rubble without concrete leveling course using departmental rubble including packing to lines and levels, labour charges etc. complete as per the direction of Departmental officers at site. | BI01010001010000000000000515BI0100001124 | 13.75 | cum |
| 13 | 1.012 | 12.5.1.1 : 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 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001125 | 7.4 | cum |
| 14 | 1.013 | 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. | BI01010001010000000000000515BI0100001126 | 321 | sqm |
| 15 | 1.014 | od271565/2019_2020 : granular sub base with local materials mix in normal method construction of granular sub base with lo9cal materials including all charges etc. using gravel mix soil obtained from scarification etc.complete. | BI01010001010000000000000515BI0100001127 | 9.63 | cum |
| 16 | 1.015 | 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. | BI01010001010000000000000515BI0100001128 | 10.321 | cum |
| 17 | 1.016 | 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 | BI01010001010000000000000515BI0100001129 | 40.65 | cum |
| 18 | 1.017 | 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 | BI01010001010000000000000515BI0100001130 | 321 | sqm |
| 19 | 1.018 | 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. | BI01010001010000000000000515BI0100001131 | 321 | sqm |
| 20 | 1.019 | 75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | BI01010001010000000000000515BI0100001132 | 733.075 | sqm |
| 21 | 1.02 | 75.5.2.2pb : 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001133 | 2634 | sqm |
| 22 | 1.021 | 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) | BI01010001010000000000000515BI0100001134 | 2955 | sqm |
| 23 | 1.022 | 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) | BI01010001010000000000000515BI0100001135 | 2955 | sqm |
| 24 | 1.023 | 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 | BI01010001010000000000000515BI0100001136 | 1.2 | cum |
| 25 | 2 | Name board | BI01010001010000000000000515BI0100001137 | ||
| 26 | 2.001 | od261503/2019_2020 : providing and fixing metal name board of size 120x60 cm size with 15 mm dia and 2mm thick GI pipe,0.80mm thick MS sheet 35x35x5 mm angle for post etc,errected in concrete of cc 1:2:4. | BI01010001010000000000000515BI0100001138 | 1 | each |
AI Tender Summary
Tender Timeline
Oct 17, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 24, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 28, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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