Pr No 99/20-21 Parappa Pallathumala Road Re Tarring Widening Drainage Pipe Culvert
Tender Value
8.92 Lakhs
Estimated cost
Bid Submission
30 Oct 2020
0 days left
EMD
22400
Bank guarantee accepted
Document Fee
1800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BALAL → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Pr No 99/20-21 Parappa Pallathumala Road Re Tarring Widening Drainage Pipe Culvert
BOQ
| Work Name:Name of work: Balal GP 2020-21 Pro.no 99 Parappa Pallathumala road retaring widening drainage pipe culvert | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | RETARRING | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 3.5.3 : Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001114 | 249 | cum |
| 3 | 1.002 | 4.11.1 : 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.\t<br>\t\t\n(i)\tUsing naturally occuring gravel | BI01010001010000000000000515BI0100001115 | 83 | cum |
| 4 | 1.003 | 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 | BI01010001010000000000000515BI0100001116 | 99.6 | cum |
| 5 | 1.004 | 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 | BI01010001010000000000000515BI0100001117 | 664 | sqm |
| 6 | 1.005 | 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) | BI01010001010000000000000515BI0100001118 | 136.22 | sqm |
| 7 | 1.006 | 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. | BI01010001010000000000000515BI0100001119 | 664 | 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 | 1185 | sqm |
| 9 | 1.008 | 5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65\t\t<br>\t\t\t\t\t\t\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\t<br>\t\t\t\t\t\t\t\nBy Manual Means\t:- \t\t\t\t\t\t\t\nType A\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001121 | 1849 | sqm |
| 10 | 1.009 | 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. | BI01010001010000000000000515BI0100001122 | 126 | cum |
AI Tender Summary
Tender Timeline
Oct 22, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 02, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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