Jjm Wss To Karumallor And Kunnukara Panchayaths Phase Ii Lsgd Road Restoration Work For Kunnumpuram Zone Jjm Wss To Karumaloor And Kunnukara Panchayaths Phase Ii Providing Distribution Network And Fhtcs Lsgd Road Restoration Work For Kunnumpuram Zone
Tender Value
98.90 Lakhs
Estimated cost
Bid Submission
22 Aug 2022
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kunnumpuram → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Jjm Wss To Karumallor And Kunnukara Panchayaths Phase Ii Lsgd Road Restoration Work For Kunnumpuram Zone Jjm Wss To Karumaloor And Kunnukara Panchayaths Phase Ii Providing Distribution Network And Fhtcs Lsgd Road Restoration Work For Kunnumpuram Zone
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-Aug-2022 | DateExtension | Date | 10-Aug-2022 |
| 2 | 11-Aug-2022 | Second DateExtension | Date | 22-Aug-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | ROAD RESTORATION FORLSGD IN KARUMALLOORPANCHAYATH |
| 2 | Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using 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 |
| 3 | Construction of Subgrade and Earthen Shoulders Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 |
| 4 | Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface and compacting by ramming to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 . (ii) Using Gravel mix soil/Quarry muck |
| 5 | Wet Mix Macadam Providing, 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. By Mechanical Means with 1 km lead |
| 6 | 75.5.1.1pb Prime Coat – Low porosity- With Packed Bitumen Rates Providing and applying primer coat with bitumen ermulsion (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 | 75.5.2.3pb Tack Coat- With Packed Bitumen Rates Providing and applying tack coat with bitumen ermulsion (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 wit Hydraulic broom as per Technical Specification Clause 503. |
| 8 | 75.5.9.1.2pb 20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder- Bitumen S-65 – Packed Bitumen Rates Providing, 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. Case – I By Manual Means (II) Bitumen (S-65), including supplying and stacking of materials. |
| 9 | 75.5.12.A.3.2pb Seal Coat - Manual Means- Type C - Bitumen S-65- Packed Bitumen Rates 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 | Providing and laying of interlocking concrete Block pavements using 80 mm M40 hydraulic block of approved size, design & shape laid in required pattern cover and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc, all complete as per the direction of Eng-in-charge. |
| 11 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 III.P.C.C. grade M 20 Nominal mix (1:2:4) using 40 mm,20 mm, and 10 mm metal (without form work – Item 11.4.3.1 modified) |
AI Tender Summary
Tender Timeline
Aug 11, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 10, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 22, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 22, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 24, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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