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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-Finance | ₹13.4 L | L1 | Accepted-Finance Responsive |
| 2 | L2₹13.5 L+₹12,024.80 (0.90%)Accepted-Finance | ₹13.5 L+₹12,024.80 (0.90%) | L2 | Accepted-Finance Responsive |
| 3 | L3₹15.6 L+₹2.2 L (16.8%)Accepted-Finance | ₹15.6 L+₹2.2 L (16.8%) | L3 | Accepted-Finance Responsive |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-GST not Active. |
Tender Value
₹15.8 L
EMD Value
₹31,699
Closing Date
18 Jan 2024, 3:00 pmClosed
EE/PBSD
PBSD, APWD, Port Blair
Repair and Renovation of Directorates Building is including face lifting and carpeting of approach Road. SW- Re-Surfacing of Internal Road for Directorate of Health Service at Atlanta Point Port Blair.
2024_APWD_12956_1
NIT No. 88/EE/PBSD/2023-24
Open Tender
Civil Works - Roads
Works
30 days
Atlanta Point Port Blair.
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹31,699
15 Feb 2024
8 Jan 2024
18 Jan 2024
8 Jan 2024
18 Jan 2024
8 Jan 2024
Amount
Providing and applying tack coat using hot straight run bitumen ofgrade VG - 10, including heating the bitumen, spraying the bitumenwith mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as perspecifications :
On bituminous surface @ 0.50 Kg / sqm
Providing and laying Bitumen Penetration Macadam with hard stoneaggregate of quality, size and grading as specified, with bitumen ofsuitable penetration grade, including required key aggregate asspecified, spreading coarse aggregate with the help of self propelled/tipper tail mounted aggregate spreader and applying bitumen by apressure distributor and then spreading key aggregate with the helpof aggregate spreader complete, including consolidation with roadroller of minimum 8 to 10 tonne capacity to achieve specified valuesof compaction and surface accuracy :
For 50mm compacted thickness using coarse aggregateof size 50-20 mm graded @ 0.60 cum per 10 sqm keyaggregate of size 12.5 mm graded @ 0.15 cum per 10sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10sqm.
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stonechippings of 13.2 mm size and 11.2 mm size respectively per 100sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippingsof 13.2 mm and 11.2 mm size respectively, including a tack coatwith hot straight run bitumen, including consolidation with road rollerof 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
With paving Asphalt grade VG - 30 with no solvent
Providing and laying seal coat of premixed fine aggregate ( passing2.36 mm and retained on 180 micron sieve) with bitumen using 128kg of bitumen of grade VG - 10 bitumen per cum of fine aggregateand 0.60 cum of fine aggregate per 100 sqm of road surface, includingrolling and finishing with road roller all complete.
Painting runway/taxi track/apron marking with adequate nos of coatsto give uniform finish with road marking paint of superior make asapproved by the Engineer-in-charge, i/c cleaning the surface of aildirt, scales, oil, grease and other foreign material etc. and lining out complete.
New work (Two or more coats)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
JYOTI CONSTRUCTION INCORPORATION
SHIPRA CONSTRUCTION
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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