Dp Kkd -2019-20 Korankulangara Chakkalakkuni Road Cheruvannur Retender Road
Tender Value
22.98 Lakhs
Estimated cost
Bid Submission
06 Feb 2020
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
Cheruvannur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Dp Kkd -2019-20 Korankulangara Chakkalakkuni Road Cheruvannur Retender Road
BOQ
| Work Name: DP KKD -2019-20 Korankulangara Chakkalakkuni Road Cheruvannur(25/19) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | road maintanace | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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. | BI01010001010000000000000515BI0100001114 | 141.2 | sqm |
| 3 | 1.002 | 3.15.1 : Compacting Original Ground\t\t<br>\t\t\n(i)\tCompacting original ground supporting embankment\t\t<br>\t\n\tLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | BI01010001010000000000000515BI0100001115 | 57.75 | cum |
| 4 | 1.003 | 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. | BI01010001010000000000000515BI0100001116 | 525 | sqm |
| 5 | 1.004 | 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 | BI01010001010000000000000515BI0100001117 | 143.5 | sqm |
| 6 | 1.005 | 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. | BI01010001010000000000000515BI0100001118 | 145.338 | cum |
| 7 | 1.006 | 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 | BI01010001010000000000000515BI0100001119 | 192.675 | cum |
| 8 | 1.007 | 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 | BI01010001010000000000000515BI0100001120 | 1809.5 | sqm |
| 9 | 1.008 | 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. | BI01010001010000000000000515BI0100001121 | 1960 | sqm |
| 10 | 1.009 | 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. | BI01010001010000000000000515BI0100001122 | 1284.5 | sqm |
| 11 | 1.01 | 75.5.11.1.A.2pb : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65\t- Packed Bitumen Rates <br>\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br>\nBy Manual Means\t<br>\t\nType A\t\t<br>\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001123 | 3244.5 | sqm |
| 12 | 1.011 | od302079/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations 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) | BI01010001010000000000000515BI0100001124 | 37.2 | cum |
| 13 | 2 | drainage and culvert | BI01010001010000000000000515BI0100001125 | ||
| 14 | 2.001 | 3.5.2 : Excavation in Soil with Dozer with lead upto 100 m\t\t\t<br>\nExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | BI01010001010000000000000515BI0100001126 | 32.4 | 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 | 7.18 | cum |
| 16 | 2.003 | 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) | BI01010001010000000000000515BI0100001128 | 17.015 | cum |
| 17 | 2.004 | 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 | BI01010001010000000000000515BI0100001129 | 5.33 | cum |
| 18 | 2.005 | 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 | BI01010001010000000000000515BI0100001130 | 0.506 | tonne |
| 19 | 2.006 | 3.19.1.B : Surface Drains in SoilConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.(B)Mechanical Means | BI01010001010000000000000515BI0100001131 | 200 | metre |
| 20 | 3 | name board | BI01010001010000000000000515BI0100001132 | ||
| 21 | 3.001 | od302290/2019_2020 : Providing and fixing metal name board with M.S sheet and angle for post etc erected in concrete of CC 1:2:4 | BI01010001010000000000000515BI0100001133 | 1 | each |
AI Tender Summary
Tender Timeline
Jan 30, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 06, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 08, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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