Dp Kkd- 2019-20 Kannoor Ulloor Koomully Road In Ulliyeri Gp Retender Road
Tender Value
19.04 Lakhs
Estimated cost
Bid Submission
08 Nov 2019
0 days left
EMD
47700
Bank guarantee accepted
Document Fee
2625
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ulliyeri → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Dp Kkd- 2019-20 Kannoor Ulloor Koomully Road In Ulliyeri Gp Retender Road
BOQ
| Work Name:DP KKD 2019-20 : Kannoor Ulloor Koomully Road in Ulliyeri GP (0160/20) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road work | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 2.5.2.A : 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>(II)\tBy Mechanical Means\t\t<br>\n\t(A)\tCement Concrete | BI01010001010000000000000515BI0100001114 | 2.25 | cum |
| 3 | 1.002 | 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 | BI01010001010000000000000515BI0100001115 | 17.5 | cum |
| 4 | 1.003 | 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 | BI01010001010000000000000515BI0100001116 | 84 | cum |
| 5 | 1.004 | od185063/2019_2020 : 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 | BI01010001010000000000000515BI0100001117 | 274.375 | cum |
| 6 | 1.005 | od185064/2019_2020 : DR with Departmental. Stone - <br>DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001118 | 13.125 | cum |
| 7 | 1.006 | 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) | BI01010001010000000000000515BI0100001119 | 20 | cum |
| 8 | 1.007 | 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. | BI01010001010000000000000515BI0100001120 | 630 | sqm |
| 9 | 1.008 | 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. | BI01010001010000000000000515BI0100001121 | 231 | cum |
| 10 | 1.009 | 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 | BI01010001010000000000000515BI0100001122 | 118.125 | cum |
| 11 | 1.01 | 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. | BI01010001010000000000000515BI0100001123 | 47.25 | cum |
| 12 | 1.011 | 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 | BI01010001010000000000000515BI0100001124 | 31.5 | cum |
| 13 | 1.012 | 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 | BI01010001010000000000000515BI0100001125 | 787.5 | sqm |
| 14 | 1.013 | 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. | BI01010001010000000000000515BI0100001126 | 787.5 | sqm |
| 15 | 1.014 | 75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br>\t\t\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\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001127 | 787.5 | sqm |
| 16 | 1.015 | 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) | BI01010001010000000000000515BI0100001128 | 787.5 | sqm |
| 17 | 1.016 | 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 | BI01010001010000000000000515BI0100001129 | 3.6 | cum |
| 18 | 1.017 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001130 | 0.324 | tonne |
| 19 | 1.018 | od344045/2019_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 | BI01010001010000000000000515BI0100001131 | 21 | cum |
| 20 | 1.019 | 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) | BI01010001010000000000000515BI0100001132 | 21 | cum |
| 21 | 1.02 | od342002/2019_2020 : Providing and fixing metal name board of size 120x60 cm size with 15 mm dia and<br>2mm thick G.I pipe ,0.8 mm thick MS sheet ,35x35x5 mm angle for post etc erected in concrete of C C 1:2:4 | BI01010001010000000000000515BI0100001133 | 1 | each |
AI Tender Summary
Tender Timeline
Nov 01, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 08, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 11, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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