Cgp 2021-22 / P.No.78-Mundakandom Kmk Talkies Railway Station Road Retarring Cgp 2021-22 / P.No.78 -Mundakandom Kmk Talkies Railway Station Road Retarring
Tender Value
10.26 Lakhs
Estimated cost
Bid Submission
07 Oct 2021
0 days left
EMD
15400
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
CHERUVATHUR → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cgp 2021-22 / P.No.78-Mundakandom Kmk Talkies Railway Station Road Retarring Cgp 2021-22 / P.No.78 -Mundakandom Kmk Talkies Railway Station Road Retarring
BOQ
| Sl. No. | Item Description |
| 1 | ROAD RETARRING |
| 2 | 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. |
| 3 | 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. |
| 4 | od1174297/2021_2022 : 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. <br>Using department materials |
| 5 | 4.9 : Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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. By Mechanical Means with 1 km lead |
| 6 | 5.1.1a : Prime Coat :- Low porosity 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 |
| 7 | 5.2.3a : Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 8 | 75.9.3.pa : Plastic Roads - Bitumen S-65 Plastic roads- Bulk Bitumen Rate 20mmthick Open-Graded Premix Carpet using Bituminous (penetration grade/modifiedbitumen) Binder - Bitumen S-65 - Bulk Bitumen and Shredded Plastic Providing, laying and rolling of open-graded premix carpet of 20 mm thicknesscomposed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen oremulsion to required line, grade and level to serve as wearing course on a previouslyprepared base, using HM Plant attached with open pugmilll.Heating of aggregate at 150degree Celsius to 170 degree Celsius, then transferring the hot aggregate to pugmill andadd shredded plastic @10.22 kg/100m2 mixing well to form a uniforth thin layer of plasticOver-hot aggregate and adding hot bitumen (150 to 165 degree Celsius) @ 13.578Kg/10m2 and mix well, laying and rolling with a three wheel 80-100 kN static rollercapacity, finished to required level and grades to be followed by seal coat of either TypeA or Type B or Type C as per Technical Specification Clause 508 Case - I ByManual Means (II) Bi umen (5-65) |
| 9 | 5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65 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 A. By Manual Means :- Case - III :Type C (II) Bitumen (S-65) |
| 10 | Drainage |
| 11 | 3.5.3 : Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of0.9 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 |
| 12 | 3.5.1 : Excavation inCutting 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 |
| 13 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 |
| 14 | 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) |
| 15 | 75.8.1.1.A : Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) |
| 16 | 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 |
| 17 | 12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
AI Tender Summary
Tender Timeline
Sep 30, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedOct 07, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 13, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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