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Tender Value
₹20.3 L
EMD Value
₹40,629
Closing Date
30 Sept 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 Black Top Road from Ranchi Basti MPLAD Bridge to Robin Nath Karak s house at Caddlegunj-02 under Ferrargunj Gram Panchayat.
2024_RDPRI_15485_1
EE/PRI/SAD-I/RR/2024-25/43
Open Tender
Civil Works - Roads
Works
120 days
Ferrargunj
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹40,629
7 Oct 2024
9 Sept 2024
1 Oct 2024
10 Sept 2024
30 Sept 2024
10 Sept 2024
Amount
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm 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 or filling up ground depressions, 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 earthwith 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 (Type A) and moorum all complete.
Subbase with stone aggregate 63 mm to 45 mm including stone screening 13.2 mm size (Type A) and moorum all complete.
Subbase with stone aggregate 53 mm to 22.4 mm including stone screening 11.2 mm size (Type B) and moorum all complete.
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 propelled/ 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.
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
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-3 & 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.
Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
Beyond 120 cm girth upto and including 240 cm girth
K R PRAVEEN KUMAR (BID ID -46493)
JYOTI CONSTRUCTION INCORPORATION (BID ID -46585)
SHUVAM CONSTRUCTION (BID ID -46552)
T USMAN (BID ID -46642)
ABDUL GAFOOR (BID ID -46652)
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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