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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | Admitted-Finance |
| 2 | Admitted-Finance GOVT ELECTRICAL CONTRACTOR C VILLAGE HAT PO BAJAURA TEHSIL BHUNTAR DISTRICT KULLU HP 175125 | KULLU | HIMACHAL PRADESH | 175125 | Admitted-Finance |
| 3 | Rejected-Technical | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical HIMACHAL PRADESH HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | Rejected-Technical Non Responsive |
Tender Value
₹9.8 L
EMD Value
₹19,700
Closing Date
20 Nov 2021, 9:00 amClosed
Executive Engineer
O/o Executive Engineer, B and R Division, HPPWD, Joginder Nagar
Providing and laying wearing grade-II and cement concrete pavement in Km. 0/0 to 0/450)
2021_PWD_53557_1
PW-JND-B and R-EA-I-NIT-15828-53 dt.01/11/2021
Open Tender
Civil Works - Roads
Item Rate
90 days
Lad-Bharol
As Per SBD
10 documents required · 10 mandatory
₹350
E.E. B and R Division, HPPWD, Joginder Nagar
₹19,700
18 Dec 2021
15 Nov 2021
20 Nov 2021
15 Nov 2021
20 Nov 2021
15 Nov 2021
Amount
Providing, laying, spreading and compacting stone aggregates by manual means of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN (eighty-hundred kilo newton) static roller in stages to proper grade and camber applying and brooming, stone screening/ binding materials to fillup the interstics of course aggregate watering and compacting to the required density Grading-2 (two) as per technical specification clause 405 complete within all leads, lifts, carriage of material and other incidentials charges.
Construction of un-reinforced cement concrete pavement as per design and drawing with expension and construction joints, over a prepared sub base, with 43 (forty three) grade cement as per technical clause and specifications M-20 (twenty) grade course and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five milimetre) mixed in a concrete mixer of not less than 0.2 cum (zero point two cubic metre) capacity including form work with steel channels and plates and entire carriage of material with in all leads and lifts complete as per the direction of Engineer-in-charge.
Vinod Kumar
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