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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance JOGINDER NAGAR | JALANDHAR | PUNJAB | 144020 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹13.9 L
EMD Value
₹27,800
Closing Date
15 Sept 2021, 5:00 pmClosed
Executive Engineer
O/o Executive Engineer, B and R Division, HPPWD, Joginder Nagar
Providing and laying built-up spray grout, bituminous concrete in Km.0/0 to 1/0)
2021_PWD_52054_1
PW-JND-B and R-EA-I-NIT- 11697-11721 dt.03.09.2021
Open Tender
Civil Works - Roads
Item Rate
60 days
Joginder Nagar
As Per SBD
10 documents required · 10 mandatory
₹500
E.E. B and R Division, HPPWD, Joginder Nagar
₹27,800
27 Sept 2021
8 Sept 2021
16 Sept 2021
8 Sept 2021
15 Sept 2021
8 Sept 2021
Amount
Providing, laying, spreading and rolling of built-up spray grout layer using bitumen VG-10 over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75mm (Seventy five millimetre) as per MoRT&H Specification clause 506, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor including preparing the surface and cleaning with mechnical broom on bituminous surface @ 0.250 kg/sqm (at the rate of zero point two five zero kilogramme per square metre) as per MoRT&H specification clause 503, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.
Providing and Laying bituminous concrete 30mm ( thirty millimetre) compacted thickness with bitumen of grade VG-10 (twenty) @ 5.50% (at the rate of five point five zero per cent) (percentage by weight of total mix) and cement or lime filler @ 2% (two percentage) (percentage by weight of aggregatre) prepared in Batch Type Hot Mix Plant of 100-120 (Hundred - one hundred twenty) TPH capacity by using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with a hydrostatic paver finisher equiped with electronic sensor to the required garde, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per MoRT&H specification clause 509, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.
P. L. SHARMA
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