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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance VILLAGE CHAATER PO JUGAHAN TEHSIL SUNDERNAGAR DISTT MANDI HP | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹15.7 L
EMD Value
₹31,000
Closing Date
13 Sept 2021, 5:00 pmClosed
Executive Engineer Jal Shakti Division Karsog
Executive Engineer Jal Shakti Division Karsog
Providing CAD to FIS Nanj in Tehsil Karsog Distt Mandi HP SH_ laying jointing and testing of HDPE pipe 75 mm 870 Rmt 90 mm 650 Rmt and 180 mm 715 Rmt and C_O 21 Nos Outlets HIMCAD
2021_HPIPH_51995_1
KSG-MDI10-764
Open Tender
Civil Works - Others
Item Rate
90 days
Nanj Kotlu
Please refer Tender documents.
8 documents required · 8 mandatory
₹400
Yes
Executive Engineer Jal Shakti Division Karsog
₹31,000
Yes
6 Oct 2021
6 Sept 2021
14 Sept 2021
6 Sept 2021
13 Sept 2021
6 Sept 2021
Amount
Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil blasting work and chiseling /wedging out of rocks where blasting work is prohibited up all depth and lifts including pumping and baling out water where ever requared stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated material within all leads and lifts, useful materials available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in-Charge
Laying, joining and testing in trenches following grade and working pressure Hight Density Polythene pipes cinfirming to IS: 4984-2016 complete with fittings ( Earth work in trenches to be measured & paid for separately) with in lall leads and lifts.
75 mm dia PE-80 - PN 4 SDR 26
90 mm dia PE-80 - PN 4 SDR 26
180 mm dia PE-80 - PN 4 SDR 26
Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate of 20 mm nominal) and curing complete excluding cost of form work including all leads and lifts: Foundation and Plinth.
Cement conctete flooring 1:2:4 (1 Cement :2 sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer a floating coat of neat cement 40 mm thick.
Square rubble masonary coursed with hard stone approved quality in foundation anf plinth including racking out joints in cement mortors 1:4 ( 1 cement : 4 sand)
15 mm cement plaster in single coat on rough side of bricks/stone walls for interior plastering upto floor two level including arrises, internal rounded angles not exceeding 80 mm in grith and finished even and smooth in cement mortor 1:3 ( 1 cement : 3 sand).
BHIM RAJ SHARMA GOVT CONT
DAYAL SINGH GOVT CONT
HARI KUMAR GOVT CONT
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fin_bid_open.pdf
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