Tender For 33/20 Kollottukuzhi Karakkattuvila Road Second Metalling And Tarring Construction Of Side Drain In Elluvila Ward
Tender Value
7 Lakhs
Estimated cost
Bid Submission
09 Aug 2019
0 days left
EMD
17500
Bank guarantee accepted
Document Fee
1568
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kunnathukal → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for 33 / 20 kollottukuzhi karakkattuvila road second metalling and tarring construction of side drain in elluvila ward
BOQ
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 1 | side drain | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001114 | 31.5 | cum |
| 3 | 1.002 | od62671/2019_2020 : providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202&1203 I.P.C.C grade M 10 normal mix 1:3:6 | BI01010001010000000000000515BI0100001115 | 4.5 | cum |
| 4 | 1.003 | 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001116 | 12 | cum |
| 5 | 1.004 | od62676/2019_2020 : providing concrete for plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202,1203<br>PCC M20 Nominal mix 1:2:4 | BI01010001010000000000000515BI0100001117 | 1.25 | cum |
| 6 | 1.005 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001118 | 4.86 | cum |
| 7 | 1.006 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001119 | 0.438 | tonne |
| 8 | 2 | Tarring | BI01010001010000000000000515BI0100001120 | ||
| 9 | 2.001 | 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 | BI01010001010000000000000515BI0100001121 | 33.75 | cum |
| 10 | 2.002 | 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 | BI01010001010000000000000515BI0100001122 | 450 | sqm |
| 11 | 2.003 | 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. | BI01010001010000000000000515BI0100001123 | 450 | sqm |
| 12 | 2.004 | 75.5.9.1.2Z : 20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping Agent\t<br>\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<br>\nCase - I By Manual Means\t\t<br>\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001124 | 450 | sqm |
| 13 | 2.005 | 75.5.12.A.3.2Z : Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent <br>\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<br>\t\nA.\tBy Manual Means\t<br>\nCase - III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001125 | 450 | sqm |
| 14 | 3 | concrete | BI01010001010000000000000515BI0100001126 | ||
| 15 | 3.001 | 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 | BI01010001010000000000000515BI0100001127 | 22.62 | cum |
| 16 | 3.002 | od66236/2019_2020 : concrete with out form work construction of plain cement concrete pavement,thickness as per design ,over a prepared sub base,with 43grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than0.2 cum capacity and appropriate weigh batcher using approved mix,spreading the concrete with showels,rakes,compacted using needle vibrators and finished in continuous operating including provision of contraction and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using<br>curing compound(where specified) and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501 | BI01010001010000000000000515BI0100001128 | 22.62 | cum |
AI Tender Summary
Tender Timeline
Jul 30, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 09, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 16, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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