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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹7.1 L
Closing Date
12 Mar 2021, 12:00 pmClosed
Er Rajan Gupta
Executive Engineer PWD RandB Const Divn No I Jammu
Restoration of road surface damaged for laying of OFC from H.No. 713-A to Spl. Quarter No. 12 Dudhadhari Mandir to 36 Extn. via 702-A at Gandhi Nagar, Jammu (OFC) (5th Call)
2021_PWDJK_119221_6
Fresh Short e-NIT No CD-I/169 of 20-21 Dt 04-03-21
Open Tender
Civil Works
Item Rate
30 days
Dudhadhari Mandir Gandhi Nagar Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
Exempted
Jammu
15 Mar 2021
5 Mar 2021
12 Mar 2021
5 Mar 2021
12 Mar 2021
5 Mar 2021
8 Mar 2021
Amount
Earth work in excavation by manual means 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 1 meter from cutting edge in all kinds of soil.
Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete.
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. / Sand for an avg. lead of 10 Kms.
Disposal of excavated earth /mulba for an avg. lead of 7 Kms.
MADAN LAL MALAGAR
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