304 20 Akkalthaazham Kunnapillychira Road Retarring Side Protection
Tender Value
11.74 Lakhs
Estimated cost
Bid Submission
13 Jan 2020
0 days left
EMD
29375
Bank guarantee accepted
Document Fee
2350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
CHOTTANIKKARA → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
304 20 Akkalthaazham Kunnapillychira Road Retarring Side Protection
BOQ
| Work Name:Chottanikkara GP 2019-20, Akkalthazham Kunnappillichira road retarring and side protection in ward no.11(Proj.No.304) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | retarring,side prtection tarring irish drain and cc block | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | od364855/2019_2020 : Sectioning of old surface of roads. | BI01010001010000000000000515BI0100001114 | 150 | sqm |
| 3 | 1.002 | od364856/2019_2020 : Filling with Quarry Muck: Filling up low laying and water logged areas<br>with<br>local material/quarry muck, spreading in layers, leveling the top at site and consolidation by ramming etc<br>complete for improving the CBR value of sub grade<br> | BI01010001010000000000000515BI0100001115 | 45 | cum |
| 4 | 1.003 | od364857/2019_2020 : Providing and laying 80mm thick factory made cement concrete interlocking paver<br>block of M30 grade made by block making machine with strong vibratory compaction, of approved size<br>design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm<br>metal all complete as per the direction of Engineer - in- charge<br> for medium traffic areas<br> | BI01010001010000000000000515BI0100001116 | 240 | sqm |
| 5 | 1.004 | od364858/2019_2020 : Providing concrete for plain/reinforeced concrete in open foundations complete as per drawings and technical specifications clause v802,803,1202 and 1203 <br>III PCC grade M20<br>(i) Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001117 | 1.78 | 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 | 31.5 | cum |
| 7 | 1.006 | 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 | BI01010001010000000000000515BI0100001119 | 210 | sqm |
| 8 | 1.007 | 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. | BI01010001010000000000000515BI0100001120 | 210 | sqm |
| 9 | 1.008 | 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) | BI01010001010000000000000515BI0100001121 | 363 | sqm |
| 10 | 1.009 | 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) | BI01010001010000000000000515BI0100001122 | 363 | 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 | 153 | sqm |
| 12 | 1.011 | 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. | BI01010001010000000000000515BI0100001124 | 11.76 | sqm |
| 13 | 1.012 | 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. | BI01010001010000000000000515BI0100001125 | 9.87 | sqm |
| 14 | 1.013 | od383532/2019_2020 : Sectioning of old surface of roads. | BI01010001010000000000000515BI0100001126 | 105 | sqm |
| 15 | 1.014 | od383533/2019_2020 : :Providing concrete for plain/reinforced concrete in open foundations complete as per<br>drawings and technical specifications clause 802, 803, 1202 &1203<br>I PCC grade M10 Nominal mix 1:4:8 | BI01010001010000000000000515BI0100001127 | 10.5 | cum |
| 16 | 1.015 | od383534/2019_2020 : :Providing concrete for plain/reinforeced concrete in open foundations complete as per<br>drawings and technical specifications clause v802,803,1202 and 1203<br>III PCC grade M20<br>(i) Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001128 | 5.25 | cum |
| 17 | 1.016 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001129 | 44.31 | cum |
| 18 | 1.017 | od366630/2019_2020 : MoRD Dry rubble:Dry rubble masonry without through stone | BI01010001010000000000000515BI0100001130 | 147.71 | cum |
| 19 | 1.018 | od366650/2019_2020 : :Providing and laying in position cement concrete of specified grade all work upto<br>plinth<br>(i)Nominal mix 1:3:6<br> | BI01010001010000000000000515BI0100001131 | 15.825 | cum |
| 20 | 1.019 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001132 | 0.697 | tonne |
AI Tender Summary
Tender Timeline
Jan 04, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 13, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 15, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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