Annual Plan-Project No-77/24-25-Improvement Of Pullur Palam Makkaramkottu Road In Pullur Periya Gp-General Civil Work
Tender Value
5.06 Lakhs
Estimated cost
Bid Submission
04 Jan 2025
0 days left
EMD
12661
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
periya → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Annual Plan-PROJECT NO-77/24-25-IMPROVEMENT OF PULLUR PALAM MAKKARAMKOTTU ROAD IN PULLUR PERIYA GP-General Civil Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-Jan-2025 | Date Extension | Date | 04-Jan-2025 |
BOQ
| Sl. No. | Item Description |
| 1 | Road Maintanance |
| 2 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65Construction 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.(B) 75 mm thick :- (II) Bitumen (S-65) |
| 3 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying 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. |
| 4 | OD300059/2024-2025:Granular sub-base/base/surface course with serviceable material available duringscarifying of existing road. Construction of granular sub-base with departmental materialspreading inuniform layers with motor grader on prepared surface, mixing by mix in place method withrotavator at onceand compacting with smooth wheel roller to achieve the desired density complete as per Clause401.4 as perTechnical Specification Clause 408. ( Modified 4.11.2) |
| 5 | 4.9:Wet Mix MacadamProviding, 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 | 5.1.1a:Prime Coat :- Low porosityProviding 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 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. |
| 8 | 5.2.1a:Tack Coat Providing 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. |
| 9 | OD312351/2024-2025:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic Providing, laying and rollingof close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2mm to 0.9 mm (Type-B) aggregates coated with shredded plastic (3% by weight of bitumen) as per standardprocedure using penetration grade bitumen to required line, grade and level to serve as wearing course on apreviously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN staticroller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means:- Type A (II) Bitumen (S-65)HeaderDetailsUnit = sqm Taking output = 500 sqm |
| 10 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation 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. |
| 11 | OD330513/2024-2025:Filling up low lyingand waterlogged area with local material/quarry muck ,spreading in layers, levelling top at site and consolidating by ramming etc complete |
| 12 | 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
Jan 02, 2025
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 04, 2025
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 04, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 06, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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