Tender For Areekode Gp Annual Pro No 41 20 ( 2019 20 ) Improvement Work Of Arincheeripadam Road In Ward 3Work Name Areekode Gp Annual Pro No 41 20 ( 2019 20 ) Improvement Work Of Arincheeripadam Road In Ward 3 Work Name Areekode Gp Annual Pro
Tender Value
5 Lakhs
Estimated cost
Bid Submission
20 Nov 2019
0 days left
EMD
12500
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
areekode → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Areekode Gp Annual Pro No 41 20 ( 2019 20 ) Improvement Work Of Arincheeripadam Road In Ward 3Work Name Areekode Gp Annual Pro No 41 20 ( 2019 20 ) Improvement Work Of Arincheeripadam Road In Ward 3 Work Name Areekode Gp Annual Pro No 41 20 ( 2019 20 ) Improvement Work Of Arincheeripadam Road In Ward 3
BOQ
| Work Name:AREEKODE GP ANNUAL PRO:NO:41/20 (2019-20) IMPROVEMENT WORK OF ARINCHEERIPADAM ROAD in WARD:3 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | reducing steepness of road and tarring works | 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 | 182.4 | cum |
| 3 | 1.002 | 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 | BI01010001010000000000000515BI0100001115 | 54.72 | cum |
| 4 | 1.003 | 5.1.1a : Prime Coat :-\t\t\t\t\t\nLow porosity\t<br>\t\t\t\t\t\t\t\n\tProviding 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 | BI01010001010000000000000515BI0100001116 | 364.8 | sqm |
| 5 | 1.004 | 5.2.3a : Tack Coat <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. | BI01010001010000000000000515BI0100001117 | 364.8 | sqm |
| 6 | 1.005 | 5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65\t\t<br>\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\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001118 | 652.8 | sqm |
| 7 | 1.006 | 5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65\t\t<br>\t\t\t\t\t\t\nProviding 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\t<br>\t\t\t\t\t\t\nA.\tBy Manual Means\t:-\t\t\t\t\t\t\nCase - III : Type C\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001119 | 652.8 | sqm |
| 8 | 1.007 | 5.2.1a : Tack Coat<br>\nProviding 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. | BI01010001010000000000000515BI0100001120 | 288 | sqm |
| 9 | 1.008 | 5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65\t<br>\t\t\nConstruction 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.\t<br>\t\t\t\t\t\t\t\n(B)\t75 mm thick\t\t:-\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001121 | 50.4 | sqm |
| 10 | 1.009 | 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 | BI01010001010000000000000515BI0100001122 | 4.32 | cum |
| 11 | 1.01 | od325591/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 r><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6 for foundation pcc of drain | BI01010001010000000000000515BI0100001123 | 0.81 | cum |
| 12 | 1.011 | 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) | BI01010001010000000000000515BI0100001124 | 10.665 | cum |
| 13 | 1.012 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001125 | 0.182 | tonne |
AI Tender Summary
Tender Timeline
Nov 12, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 20, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 23, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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