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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.7 LAccepted-Finance | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹44.5 L+₹1.8 L (4.30%)Accepted-Finance | L2 | Accepted-Finance Being L2 | |
| 3 | L3₹46.5 L+₹3.8 L (9.01%)Accepted-Finance | L3 | Accepted-Finance Being L3 | |
| 4 | L4₹56.7 L+₹14.1 L (32.9%)Accepted-Finance | L4 | Accepted-Finance Being L4 |
Tender Value
₹61.9 L
EMD Value
₹1.2 L
Closing Date
8 Feb 2024, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Port Blair, South Andaman
Construction of Rural Road from R. Ramaswamy plot to Moraise plot at Vijay Nagar under Gram Panchayat Laxmi Nagar, Campbell Bay.
2024_RDPRI_13207_1
EE/PRI/SAD-I/RR/2023-24/78
Open Tender
Civil Works - Roads
Works
180 days
Laxmi Nagar, Campbell Bay
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
Executive Engineer, GPPS
₹1.2 L
4 Mar 2024
30 Jan 2024
9 Feb 2024
31 Jan 2024
8 Feb 2024
31 Jan 2024
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :
All kinds of soil
Carriage of earth by Mechanical Transport including loading, unloading an average lead of 8.00 Km.
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
Providing, Laying, Spreading and compacting stone aggregate of specified sizes to WBM specification in uniform thickness, hand picking,rolling with 3 wheeled road/vibratory roller 8 - 10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
Subbase with stone aggregate 90 mm to 45 mm including stone screening 13.2 mm size.
Subbase with stone aggregate 63 mm to 45 mm including stone screening 13.2 mm size.
Subbase with stone aggregate 53 mm to 22.4 mm including stone screening 11.2 mm size.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
On W.B.M. @ 0.75 Kg / sqm
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).( Use shredded plastic @10% of total bitumen i.e 90% VG-30 & 10% shredded plastic)
With paving Asphalt grade VG - 30 with no solvent
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
KC Murugan
M/S G S GREWAL
M K S CONSTRUCTION
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Download all tender documents and submit your bid
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