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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-Finance | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹15.0 L+₹6,977.35 (0.47%)Accepted-Finance | L2 | Accepted-Finance Being L2 | |
| 3 | L3₹15.2 L+₹24,292.90 (1.63%)Accepted-Finance | L3 | Accepted-Finance Being L3 | |
| 4 | L4₹15.8 L+₹86,528.65 (5.80%)Accepted-Finance | L4 | Accepted-Finance Being L4 | |
| 5 | L5₹19.0 L+₹4.1 L (27.5%)Accepted-Finance | L5 | Accepted-Finance Being L5 |
Tender Value
₹19.4 L
EMD Value
₹38,882
Closing Date
13 Jan 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Port Blair, South Andaman
Repair and maintenance of Rural Road from Late Shreedhar house to Chaman house via Prem Narayan house to Kishan Charan house at Teylerabad ward No. 02 under Sippighat Gram Panchayat.
2022_RDPRI_8716_1
EE/PRI/SAD-I/RR/2022-23/103
Open Tender
Civil Works - Roads
Works
365 days
Sippighat
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Executive Engineer, GPPS
₹38,882
18 Jan 2023
31 Dec 2022
13 Jan 2023
1 Jan 2023
13 Jan 2023
1 Jan 2023
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.
Supplying and stacking at site.
53 mm to 22.4 mm size stone aggregate
Stone screening 11.2 mm nominal size (Type B)
Moorum
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications 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 .
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 Bituminous surface @ 0.50 Kg / sqm
Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self ropelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy :
For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 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.
Usha Construction
MRL BUILDERS PRIVATE LIMITED
JYOTI CONSTRUCTION INCORPORATION
P. A. S AGENCY
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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