Dp Kkd- 2019-20 Kodenchery Kannoth Road - Kodenchery Road Works
Tender Value
37.94 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
Kodenchery → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Dp Kkd- 2019-20 Kodenchery Kannoth Road - Kodenchery Road Works
BOQ
| Work Name:DPKKD 2019-20 - Kodenchery - kannoth road in kodenchery (24/20) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | MoRD | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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. | BI01010001010000000000000515BI0100001114 | 290.853 | cum |
| 3 | 1.002 | 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 | BI01010001010000000000000515BI0100001115 | 150.375 | cum |
| 4 | 1.003 | 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. | BI01010001010000000000000515BI0100001116 | 614.496 | sqm |
| 5 | 1.004 | 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. | BI01010001010000000000000515BI0100001117 | 869.991 | sqm |
| 6 | 1.005 | 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. | BI01010001010000000000000515BI0100001118 | 7296 | sqm |
| 7 | 1.006 | 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) | BI01010001010000000000000515BI0100001119 | 7296 | sqm |
| 8 | 1.007 | 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) | BI01010001010000000000000515BI0100001120 | 7296 | sqm |
| 9 | 1.008 | od224075/2019_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 | BI01010001010000000000000515BI0100001121 | 30 | cum |
| 10 | 1.009 | 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) | BI01010001010000000000000515BI0100001122 | 196 | cum |
| 11 | 1.01 | 10.2.A.1.6 : Traffic Signs<br>A. Retro-reflectorised Traffic Signs<br>1\tProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801\t<br>\t\n6\t600 mm x 600 mm Square | BI01010001010000000000000515BI0100001123 | 16 | each |
| 12 | 1.011 | 10.3.A.1 : Direction and Place Identification signs upto 0.9 sqm size board\t<br>\t\t\nA.\tRetro-reflectorised Traffic Signs\t\t<br>\n1\tProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001124 | 2 | sqm |
| 13 | 1.012 | 10.7 : Painting on Concrete/Steel Surfaces with Epoxy<br>\nPainting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001125 | 105.14 | sqm |
| 14 | 1.013 | 10.1.2 : Printing New Letters and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman | BI01010001010000000000000515BI0100001126 | 420 | cm |
| 15 | 2 | D A R | BI01010001010000000000000515BI0100001127 | ||
| 16 | 2.001 | od279824/2019_2020 : Providing and fixing name board of size 120 x 60 cm size with 15 mm dia and 2 mm thick G I pipe ,0.80 mm thick M S sheet 35 x 35 x 5 mm angle for post etc errected in cement concrete 1 : 2 : 4 | BI01010001010000000000000515BI0100001128 | 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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