Annual Plan-Nagalassery Gp 2022-23Ward 8 Peringode Eriyedam Road-Re Tarring And Drainage-General Civil Work
Tender Value
5.08 Lakhs
Estimated cost
Bid Submission
04 Jan 2023
0 days left
EMD
12703
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nagalassery → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Annual Plan-Nagalassery Gp 2022-23Ward 8 Peringode Eriyedam Road-Re Tarring And Drainage-General Civil Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-Jan-2023 | Date corrigendum | Date | 05-Jan-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Retarring |
| 2 | OD120104/2022-2023:Filling up pot holes (cut and formed to regular shapes and all loose and defectivematerials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compactingwith power roller to get a compact surface. |
| 3 | 75.5.2.2pb:Tack Coat - With Packed Bitumen RatesProviding 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. |
| 4 | 75.9.3.pb.pa:Plastic roads- Packed Bitumen Rate20mm thick Open-Graded Premix Carpetusing Bituminous (penetration grade/modified bitumen) Binder -Bitumen S-65 -Packed Bitumen and Shredded PlasticProviding, laying and rolling of opengradedpremix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregateseither using penetration grade bitumen or emulsion to required line, grade and level toserve as wearing course on a previously prepared base, using HM Plant attached withopen pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, thentransferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2mixing well to form a uniform thin layer of plastic over - hot aggregate and adding hotbitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, laying and rollingwith a. three wheel 80-100 kN static roller capacity, finished to required level and gradesto be- followed by seal coat of either Type A or Type B or Type C as per TechnicalSpecification Clause 508Case - I By Manual Means(II) Bitumen (S-65),including supplying and stacking of materials. |
| 5 | 75.5.12.B.3.2pb:Seal Coat - Mechanical Means - Type C - Bitumen S-65 - Packed Bitumen RatesProviding 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 510B. By Mechanical MeansCase - III : Type C(II) Bitumen (S-65) |
| 6 | Drain |
| 7 | 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 |
| 8 | OD205240/2022-2023:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local material spreading in uniformlayers manually mixing by mix in place method and compacting with rammers to achieve the desired densitycomplete as per Clause 401.4 as per Technical Specification Clause 408. |
| 9 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 10 | Chappath |
| 11 | 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 12 | 4.11.2: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. (ii) Using Gravel mix soil. |
| 13 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
AI Tender Summary
Tender Timeline
Dec 27, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 04, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 06, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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