Pro No 89/20 Vaariyath Road Retarring And Culvert Ward 3 Road Retarring And Culvert
Tender Value
8.92 Lakhs
Estimated cost
Bid Submission
23 Oct 2019
0 days left
EMD
22350
Bank guarantee accepted
Document Fee
2142
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KALLUR → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Pro No 89/20 Vaariyath Road Retarring And Culvert Ward 3 Road Retarring And Culvert
BOQ
| Work Name:Thrikkur GP Proj No.89/2019-20 Variyath Road Retarring & Culvert W-3 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix A Road retarring and widening | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 3.7 : Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | BI01010001010000000000000515BI0100001114 | 13.975 | cum |
| 3 | 1.002 | 3.1 : Preparation of Foundation for EmbankmentScarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | BI01010001010000000000000515BI0100001115 | 291 | sqm |
| 4 | 1.003 | 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. | BI01010001010000000000000515BI0100001116 | 45.522 | cum |
| 5 | 1.004 | 3.15.2 : Compacting Original Ground<br>\n(ii) Compacting original ground supporting subgrade<br>\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | BI01010001010000000000000515BI0100001117 | 75.45 | cum |
| 6 | 1.005 | 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 | BI01010001010000000000000515BI0100001118 | 81.375 | cum |
| 7 | 1.006 | 75.5.5.A.1pb : Modified Penetration Macadam 50 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. | BI01010001010000000000000515BI0100001119 | 18.201 | sqm |
| 8 | 1.007 | 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. | BI01010001010000000000000515BI0100001120 | 19.151 | sqm |
| 9 | 1.008 | 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 | BI01010001010000000000000515BI0100001121 | 542.5 | sqm |
| 10 | 1.009 | 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. | BI01010001010000000000000515BI0100001122 | 542.5 | sqm |
| 11 | 1.01 | 75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001123 | 657.5 | sqm |
| 12 | 1.011 | 75.5.6.A.1.2pb : Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. <br> (A) By Manual Means <br> Case - I: Nominal Chipping Size 13.2 mm <br> II Bitumen S-65 | BI01010001010000000000000515BI0100001124 | 90.9 | sqm |
| 13 | 1.012 | 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) | BI01010001010000000000000515BI0100001125 | 1200 | sqm |
| 14 | 1.013 | 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) | BI01010001010000000000000515BI0100001126 | 1200 | sqm |
| 15 | 1.014 | 11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001127 | 3.975 | cum |
| 16 | 2 | Appendix B Drain and culvert | BI01010001010000000000000515BI0100001128 | ||
| 17 | 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 | BI01010001010000000000000515BI0100001129 | 42.081 | cum |
| 18 | 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 | BI01010001010000000000000515BI0100001130 | 5.282 | cum |
| 19 | 2.003 | od64365/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per<br>drawings and technical specifications Clause 802, 803, 1202 & 1203 III.P.C.C. grade M 20 (i)Nominal mix<br>(1:2:4) ( Modified data 11.4.3.1 & 11.4.4)<br> | BI01010001010000000000000515BI0100001131 | 1.401 | cum |
| 20 | 2.004 | 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) | BI01010001010000000000000515BI0100001132 | 15.73 | cum |
| 21 | 2.005 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001133 | 1.512 | cum |
| 22 | 2.006 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001134 | 0.152 | tonne |
| 23 | 2.007 | od37040/2019_2020 : Providing Name Board | BI01010001010000000000000515BI0100001135 | 1 | each |
AI Tender Summary
Tender Timeline
Oct 11, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 23, 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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