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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
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Tender Value
₹9.3 L
EMD Value
₹18,580
Closing Date
10 Dec 2020, 4:30 pmClosed
Er Parvez Malik
Executive Engineer PWD RandB Const Divn No I Jammu
Construction/Improvement of road from Lower Salehar to Kool Kalan Arnia road by way of RBM filling, providing and laying of 100mm thick WBM Grade-II (Shingling), 75mm thick WBM Grade-III (Metalling) and 25mm thick OGPC (Length 450 Mtrs)
2020_PWDJK_110539_3
Short e-NIT No CD-I/85 of 2020-21 Dated 02-12-2020
Open Tender
Civil Works
Item Rate
30 days
Lower Salehar Kool kalan Arnia Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
₹18,580
Yes
Jammu
14 Dec 2020
3 Dec 2020
11 Dec 2020
3 Dec 2020
10 Dec 2020
3 Dec 2020
7 Dec 2020
Amount
Providing and laying RBM in layers not exceeding 20cm in depth by way of watering, compacting and rolling each layers with power road roller of 8-10 Tonne capacity in embankments of roads, flood banks, marginal banks, guide banks etc. including all leads, lifts, taxes and carriage. The river bed material shall be free from organic material. The RBM must have coarse aggregate along with stone aggregate having maximum aggregate size of 75mm (Complete job).
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.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone aggregate above 40mm size for an average lead of 25 Kms.
Stone aggregate/Sand/Dust/Screening for an average lead of 25 Kms.
CHATTER SINGH
M/S Rattam Chand and Sons
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