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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹11.0 LAccepted-AOC | L-1 | Accepted-AOC Found L-1 | |
| 2 | L-2₹11.5 L+₹47,449.54 (4.29%)Rejected-AOC | L-2 | Rejected-AOC Not found L-1 | |
| 3 | L-3₹13.0 L+₹1.9 L (17.5%)Rejected-AOC | L-3 | Rejected-AOC Not found L-1 | |
| 4 | L-4₹13.6 L+₹2.6 L (23.2%)Rejected-AOC HPSEBL THALOUT | L-4 | Rejected-AOC Not found L-1 | |
| 5 | L-5₹13.7 L+₹2.6 L (24.0%)Rejected-AOC DHALIWAL | FIROZEPUR | PUNJAB | 142044 | L-5 | Rejected-AOC Not found L-1 |
Tender Value
₹18.5 L
EMD Value
₹35,282
Closing Date
7 Jul 2020, 5:00 pmClosed
Executive Engineer Jal Shakti Divn No.1 Una HP
Executive Engineer Jal Shakti Divn No.1 Una HP
SH P/L of Distribution system i/c C/O Out Lets, D/tanks for LIS at Janni
2020_HPIPH_38278_1
No.IDU-I/E-tender/20-2094-2123 dt 22-06-20
Open Tender
Civil Works
Item Rate
180 days
LIS at Janni
as per NIT
7 documents required · 7 mandatory
₹400
Yes
Executive Engineer Jal Shakti Divn No.1 Una HP
₹35,282
Yes
30 Nov 2021
22 Jun 2020
8 Jul 2020
22 Jun 2020
7 Jul 2020
22 Jun 2020
22 Jun 2020 - 7 Jul 2020
Amount
Excavation in foundations, trenches etc., in earth work. lift upto 1.5 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres.in pick work.
Providing, laying in trenches following dia and grade having suitable pressure Kg.F / cm2 working pressure polythene pipes high density confirming to I.S. 4984 dt. 1972 complete with special flange compression type fittings. (Earth work in trenches to be measured and paid for separatly) within all leads and lifts
125mm dia HDPE pipe grade PE-63 PN 4.0
160mm dia HDPE pipe grade PE-63 PN 4.0
Pdg. and fixing C.I. alfa valve of the following diameter complete in all respect as per the in all leads and lifts as per the direction of Engineer -in-Charge
150mm dia
200mm dia
Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand : 8 graded stone aggregate 40 mm.nominal size ) and curing complete excluding cost of form work in foundation and plinth .
Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 ( 1 cement:'4 sand ) .
40mm. thick cement concrete flooring 1:2:4(1cement:2sand:4 graded stone aggregate 20 mm nominal size)'and laid in one layer finished with a floating coat on neat cement in all leads and lifts .
50mm. thick cement concrete flooring 1:2:4(1cement:2sand:4 graded stone aggregate 20 mm nominal size)'and laid in one layer finished with a floating coat on neat cement in all leads and lifts .
15 mm thick cement plaster in single coat on fair side of brick/ stone masonry/concrete for interior plastering upto floor two level including arrises internal rounded angles chamfers angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:3 (1 cement:3 sand) in all leads and lifts.
Chetan Chabba
Ram Pal Sharma
NARESH KUMAR
Ankush Dhiman
NARINDER KUMAR GOVT CONTRACTOR
abhishek khajanchi
Ravinder Kumar Sahore
Suresh Kumar
RAKESH KUMAR
udayveer singh
SG Engineers and Consultants
sanjeev govt cont
SHIV KANT PRASHAR
Davinder Kumar
AJAY THAKUR
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