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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹4.2 L
EMD Value
₹8,300
Closing Date
11 Dec 2020, 4:30 pmClosed
Er Parvez Malik
Executive Engineer PWD RandB Const Divn No I Jammu
Improvement/up-gradation of Lane on back side of Railway Guest House near Post Office and Internal link near Shiv Temple at Thanger Channi Himmat, Jammu (Under ARD Programme) (3rd Call)
2020_PWDJK_110736_2
Fresh Short e-NIT No CD-I/91 of 20-21 Dt 5-12-2020
Open Tender
Civil Works
Item Rate
30 days
Shiv Temple Thanger Channi Himmat Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
₹8,300
Yes
Jammu
19 Dec 2020
5 Dec 2020
12 Dec 2020
5 Dec 2020
11 Dec 2020
5 Dec 2020
8 Dec 2020
Amount
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in all kinds of soil.
Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with 63mm – 45mm size including screening 13.20mm size in two layers of 75mm thick (consolidated) each.
Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with 53mm – 22.40 mm size including stone screening 11.20 mm size.
2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min.65% bitumen contents) complying with IS: 8887, using 96 kg per cum of chippings of road surface including consolidation with road roller etc. complete including seal coat, tack coat including cost of bitumen and all sort of taxes including all leads, lifts, carriage complete.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone agg. above 40mm size for an avg. lead of 10 Kms.
Stone agg. below 40mm size for an avg. lead of 10 Kms.
Disposal of excavated earth / mulba for an avg. lead of 10 Kms.
M/S ROBIN SINGH CONTRACTOR
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